MSR 2011(PWD)
Short Description
Manipur Schedule of Rates...
Description
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
EARTH WORK
SH: Sl. No. 1.1
1.2
DESCRIPTION OF ITEMS Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metre, outside the periphery of the area cleared.
1.4
sqm
Rs. 1.90
each each each each
Rs. 112.10 Rs. 399.70 Rs. 1,783.95 Rs. 3,741.50
sqm
Rs. 1.60
sqm sqm
Rs. 4.30 Rs. 6.70
sqm sqm sqm
Rs. 14.20 Rs. 19.60 Rs. 30.80
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres Loose/Soft Soil Hard/Dense Soil.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in 1.5.1 1.5.2 1.5.3
1.6
Beyond 30 cm and upto 60 cm in girth Beyond 60 cm and upto 120 cm in girth Beyond 120 cm and upto 240 cm in girth Above 240 cm in girth
Clearing grass and removal of the rubbish upto a distance of 50 metre outside the periphery of the area cleared.
1.4.1 1.4.2 1.5
MSR 2011
Felling tree of girth measured at a height of 1 m above ground level including cutting of trunks and branches removing of root and stacking of serviceable materials and disposal of unserviceable materials. 1.2.1 1.2.2 1.2.3 1.2.4
2.3
UNIT
Loose/Soft Soil Hard/Dense Soil. Hard Shale
Earthwork in excavation over areas exceeding 30 cm in depth 1.5 m. in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 m & lift upto 1.5 m disposed soil to be levelled and neatly dressed:
1
Chapter 01 - EARTHWORK
Sl. No. 1.6.1 1.6.2 1.6.3 1.7
Ordinary Rock Hard Rock requiring blasting
cum cum
Rs. 272.10 Rs. 540.60
Loose/Soft Soil Hard/Dense Soil. Hard Shale
cum cum cum
Rs. 55.70 Rs. 78.10 Rs. 119.80
Ordinary Rock Hard Rock requiring blasting
cum cum
Rs. 254.50 Rs. 531.00
cum cum cum
Rs. 63.60 Rs. 81.70 Rs. 131.60
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres 1.10.1 1.10.2 1.10.3
1.11
MSR 2011 Rs. 59.00 Rs. 80.10 Rs. 128.20
Excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed soil to be leveled and neatly dressed. 1.9.1 1.9.2
1.10
UNIT cum cum cum
Earth work in excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed. 1.8.1 1.8.2 1.8.3
1.9
DESCRIPTION OF ITEMS Loose/Soft Soil Hard/Dense Soil. Hard Shale
Excavation over areas exceeding 30 cm in depth 1.5 metres in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres, disposed soil to be levelled and neatly dressed. 1.7.1 1.7.2
1.8
MANIPUR SCHEDULE OF RATES
Loose/Soft Soil Hard/Dense Soil. Hard Shale
Excavation as foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil as directed within a lead of 50 metres in
2
Chapter 01 - EARTHWORK
Sl. No. 2.11.1 2.11.2 1.12
1.14
DESCRIPTION OF ITEMS Ordinary Rock Hard Rock requiring blasting
UNIT cum cum
MSR 2011 Rs. 290.80 Rs. 484.30
cum cum cum cum cum cum
Rs. 62.60 Rs. 81.30 Rs. 128.00 Rs. 49.10 Rs. 65.40 Rs. 105.60
Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in 1.12.1.1 1.12.1.2 1.12.1.3 1.12.2.1 1.12.2.2 1.12.2.3
1.13
MANIPUR SCHEDULE OF RATES
Loose/Soft Soil Hard/Dense Soil. Hard Shale Loose/Soft Soil (without roller) Hard/Dense Soil.(without roller) Hard Shale (without roller)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, flood-banks, marginal banks and guide banks and filling up ground depression, lift upto 1.5 metre and without lead. 1.13.1.1 1.13.1.2 1.13.1.3
Loose/Soft Soil Hard/Dense Soil. Hard Shale
cum cum cum
Rs. 53.30 Rs. 72.00 Rs. 112.10
1.13.2.1 1.13.2.2 1.13.2.3
Loose/Soft Soil (without roller) Hard/Dense Soil.(without roller) Hard Shale (without roller)
cum cum cum
Rs. 40.50 Rs. 56.90 Rs. 97.00
cum
Rs. 46.40
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up in embankment for roads marginal banks flood banks and guide bank lead upto 50 metres and lift upto 1.5 metre 1.14.1 Loose/Soft Soil
3
Chapter 01 - EARTHWORK
Sl. No.
1.16 1.17
1.18
MSR 2011 Rs. 55.80
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre
cum
Rs. 65.80
Clearance of land slips in all type of soils hill road i/c disposal of excavated soil, rubbish etc. upto a lead of 50 metres
cum
Rs. 57.40
Extra for every additional lift of 1.5 metres or part thereof in 1.17.1 Loose/Soft or Hard/Dense Soil 1.17.2 Ordinary or Hard Rock
cum cum
Rs. 10.20 Rs. 18.10
Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides ramming of bottoms depth upto 1.5 metres including getting out the excavated soil and then returning the soils as required in layers not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming and watering etc. and disposal of surplus excavated soil as directed within a lead of 50 metres 1.18.1 1.18.1.1
Loose/Soft Soil Pipes, cables etc. not exceeding 75 mm dia.
cum
Rs. 61.10
1.18.1.2 1.18.1.3
Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia.
cum cum
Rs. 100.27 Rs. 155.90
1.18.2 1.18.2.1
Hard/Dense Soil. Pipes, cables etc. not exceeding 75 mm dia.
cum
Rs. 69.70
1.18.2.2
Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia.
cum cum
Rs. 113.80 Rs. 177.70
Extra over item No. 18 (for length exceeding1.5 metres in depth but not exceeding 3 metres depth)
cum
Rs.42.50
Extra over item No. 18 (for length exceeding 3 metres depth)
cum
Rs.49.20
1.18.2.3 1.19
1.20
DESCRIPTION OF ITEMS Hard/Dense Soil.
UNIT cum
1.14.2 1.15
MANIPUR SCHEDULE OF RATES
4
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 1.21 Excavating trenches of required width for pipes, cables etc. including excavation for sockets and depth upto 1.5 metres i/c getting out the excavated materials, returning the soil as required in layer not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming watering etc. serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 metres
UNIT
MSR 2011
cum
Rs. 200.00
cum cum
Rs. 494.50 Rs. 572.20
cum
Rs. 692.00
cum cum
Rs. 761.60 Rs. 876.30
Extra over item No. 21 (for length exceeding1.5 metres in depth but not exceeding 3 metres)
cum
Rs.394.10
1.23
Extra over item No. 21 (for length exceeding 3 metres depth)
cum
Rs.2,043.50
1.24
Extra rates for quantities of work executed cum cum
20% Rs. 0.25
sqm sqm sqm
Rs. 130.80 Rs. 134.20 Rs. 139.00
sqm sqm
Rs. 115.80 Rs. 120.80
1.21.1 1.21.1.1 1.21.1.2 1.21.1.3 1.21.2 1.21.2.1 1.21.2.2 1.21.2.3 1.22
1.24.1 1.24.2 1.25
Hard Rock requiring blasting Pipes, cables etc. not exceeding 75 mm dia. Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia.
In or under water and/or liquid mud In or under foul position
Open timbering in trenches including strutting and shoring complete (measurement to be taken of theface area timbered). 1.25.1 1.25.2 1.25.3
1.26
Ordinary Rock Pipes, cables etc. not exceeding 75 mm dia. Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. Pipes, cables etc. exceeding 300 mm dia.
Depth not exceeding 1.5 metre Depth exceeding 1.5 m but not exceeding 3m. Depth exceeding 3 metres
Open timbering in case of shafts, walls, cesspits, manholes and like including strutting and shoring complete (measurement to be taken of the face area timbered). 1.26.1 1.26.2
Depth not exceeding 1.5 m Depth exceeding 1.5 m but not exceeding 3 m
5
Chapter 01 - EARTHWORK
Sl. No.
MSR 2011 Rs. 126.30
sqm
Rs. 79.80
sqm
Rs. 450.00
sqm sqm sqm
Rs. 259.20 Rs. 263.70 Rs. 274.30
sqm sqm sqm
Rs. 265.40 Rs. 271.60 Rs. 284.80
sqm sqm
Rs. 227.30 Rs. 233.10
Extra for planking, strutting and packing material for cavities in close timbering if required to be left permanently in position (face area of timber permanently left to be measured).
sqm
Rs. 263.90
Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.
sqm
Rs. 184.70
Open timbering over areas including strutting, shorting and use and waste of ranking shores, complete (measurement to be taken of the face area timbered). 1.27.1
1.28
1.29
1.30
Close timbering in case of shafts well, catch-pit manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurement to be taken on the face area timbered)
1.33
Depth not exceeding 1.5 m Depth exceeding 1.5 m but not exceeding 3 m Depth exceeding 3 m
Close timbering over areas including strutting, shoring, racking cavities (wherever required) and use and waste of ranking shores complete (measurement to be taken on the face area timbered). 1.31.1 1.31.2
1.32
Depth not exceeding 1.5 m
Extra for planking and strutting in open timbering if required to be left permanently in position (Face area of the timber permamently left to be measured). Close timbering in trenches including, strutting, shoring and packing cavities (wherever required) complete (measurement to be taken of the face area timbered) 1.29.1 Depth not exceeding 1.5 m 1.29.2 Depth exceeding 1.5 m but not exceeding 3 m 1.29.3 Depth exceeding 3 m
1.30.1 1.30.2 1.30.3 1.31
DESCRIPTION OF ITEMS Depth exceeding 3 m
UNIT sqm
1.26.3 1.27
MANIPUR SCHEDULE OF RATES
Depth not exceeding 1.5 m Depth exceeding 1.5 m but not exceeding 3 m
6
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 1.34 Excavating holes upto 0.5 cum including getting out the excavated soil then returning the soils as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil as directed within a lead of 50 metres lift upto 1.5 metres. 1.34.1 1.34.2 1.34.3 1.34.4 1.34.5
Loose/Soft Soil Hard/Dense Soil. Hard Shale Ordinary Rock Hard Rock requiring blasting Note (1) Lead Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by head load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km or more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 km it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km. Note (2A) Loose / Soft Soil This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km. Note (2B) Dense / Hard Soil This shall include : Stiff clay, heavy clay, soft shale. Soils of screened single and boulders upto size of 300 mm Note (2C) Hard Shale
7
UNIT
MSR 2011
each each each each each
Rs. 38.20 Rs. 49.10 Rs. 79.10 Rs. 174.80 Rs. 249.50
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
These are compacted layers of shales which cannot be executed with spades but require pick axe, crowbars and other implements such as chisel and sledge. Note (2D) Ordinary Rock - not requiring blasting This include:(i) Lime stone, sandstone, hard conglomerate or other soft or disintegrated rock which can be quarried with crowbars, pick axe etc. (ii) Unreinforced cement concrete which can be taken up with crowbars or picks and stone masonary in cement mortar below ground level. (iii) Boulder not requiring blasting having maximum diameter in any direction of more than 300 mm. They may be found embedded in river bed, soil slope, washed and terrace materials of dissimilar origin or lying loose on the surface. (iv) Any rock which is dry state may be hard requiring blasting but which seems soft when wet and manageable by means other then blasting. Note (2E) Hard Rock This shall include:- Any rock or cement concrete for excavation requiring mechanical plant or blasting; Boulders requiring blasting & Reinforced cement concrete below ground level. Note (3) In the excavation in ordinary rocks and hard rocks requiring blasting in item No. 7,9,11 and 33 the disposal of serviceable material shall be in regular stacks as directed by the
8
MSR 2011
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
9
MSR 2011
Chapter 01 - EARTHWORK
CONCRETE WORKS
SH: SL. NO. 2.1
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 9,027.60
cum
Rs. 7,060.00
1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 6,249.10
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
cum
Rs. 5,438.40
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 5,288.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
cum
Rs. 4,554.70
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
cum
Rs. 3,999.20
1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
cum
Rs. 3,628.90
1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)
cum
Rs. 3,646.90
Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
2.1.1 2.1.2
2.1.3 2.1.4 2.1.5 2.1.6 2.1.7 2.1.8 2.1.9
2.2
MANIPUR SCHEDULE OF RATES
1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in walls (any thickness) i/c attached pilasters, buttresses plinth and string course, thin caps and bases upto floor two level excluding the cost of centering and shuttering in
10
Chapter 01 - EARTHWORK
SL. NO. 2.2.1 2.2.2 2.2.3
DESCRIPTION OF ITEMS 1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
UNIT
MSR 2011
cum
Rs. 9,050.30
cum
Rs. 7,095.90
cum
Rs. 6,284.90
1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
2.2.4
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
cum
Rs. 5,461.90
2.2.5
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 5,324.10
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
cum
Rs. 4,554.70
cum
Rs. 3,999.20
2.2.6
2.2.7
2.3
MANIPUR SCHEDULE OF RATES
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
2.2.8
1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
cum
Rs. 3,652.50
2.2.9
1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)
cum
Rs. 3,646.90
cum
Rs. 9,064.60
cum
Rs. 7,121.30
Providing and laying cement concrete in columns piers, abutments, pillars, posts and struts upto floor two level etc. excluding the cost of centering and shuttering in 2.3.1
2.3.2
1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)
1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
11
Chapter 01 - EARTHWORK
SL. NO. 2.3.3 2.3.4 2.3.5 2.3.6 2.3.7
2.4
2.4.2 2.4.3
UNIT
MSR 2011
cum
Rs. 6,310.40
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
cum
Rs. 5,479.40
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 5,349.60
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
cum
Rs. 4,595.70
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
cum
Rs. 4,149.00
cum
Rs. 9,219.70
1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)
cum
Rs. 7,252.10
1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 6,441.20
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 8,007.10
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 7,046.20
cum
Rs. 10,962.70
1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in kerbs, steps and the like at or near ground level including centering and shuttering etc. in
2.5.1 2.5.2
2.6
DESCRIPTION OF ITEMS 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in arches upto floor two level, excluding the cost of centering and shuttering in 2.4.1
2.5
MANIPUR SCHEDULE OF RATES
2.6.1
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12
Chapter 01 - EARTHWORK
SL. NO. 2.6.2
2.7
2.7.2
UNIT
MSR 2011
cum
Rs. 10,001.80
cum
Rs. 13,653.10
cum
Rs. 12,500.10
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 13,528.40
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 12,567.50
cum
Rs. 8,551.30
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in mouldings as in cornices, window sills etc., not exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in 2.8.1 2.8.2
2.9
DESCRIPTION OF ITEMS 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in mouldings as in cornices, window sills etc., exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in 2.7.1
2.8
MANIPUR SCHEDULE OF RATES
Providing and laying cement concrete in kerbs, steps and the like at or near ground level and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) or exposed surfaces including centering and shuttering, etc. in 2.9.1
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
13
Chapter 01 - EARTHWORK
SL. NO. 2.9.2 2.10
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
UNIT
MSR 2011
cum
Rs. 7,590.40
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 12,857.50
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 11,704.50
cum
Rs. 15,227.20
cum
Rs. 14,748.20
Providing and laying cement concrete upto floor two level in string or lacing courses, parapets, copings, bed blocks, anchor blocks, plain window sills and the like and finished smooth with 6 mm thick cement plaster 1:3 (1 cement :3 fine sand) on exposed surface i/c centering and shuttering etc. in 2.10.1 2.10.2
CEMENT CONCRETE [PRE-CAST] 2.11
Providing and fixing upto floor two level pre-cast cement concrete in string or lacing course, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, staircases etc. hoisting and setting in position with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces including centering and shuttering.
2.11.1 2.11.2
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
14
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 2.12 Providing and fixing at or near ground level precast cement concrete kerb edgings etc. sitting in position with cement 1:2 (1 cement: 2 coarse sand) and finished smooth with 6 mm thick plaster 1:3 (1 cement: 3 fine sand) on exposed surface including centering and shuttering in
2.12.1 2.12.2
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
UNIT
MSR 2011
cum
Rs. 12,170.80
cum
Rs. 11,691.80
cum cum
Rs. 12,575.20 Rs. 15,245.40
cum
Rs. 18,764.40
cum
Rs. 21,434.60
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
2.13
Providing and fixing upto floor two level pre-cast cement concrete moulding as in small lintels not exceeding 1.5 cm in girth with cement cement :2 coarse sand) and finished smooth withaggregate 6 mm 2.13.1 mortar 1:2 (11:2:4 (1 cement : 2 coarse sand : 4 graded stone 20 mm nominal size) 2.13.2 2.14
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Providing and fixing upto floor two level pre-cast cement concrete in mouldings as in cornices, window sills etc. exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement: 2 coarse sand) on exposed surface i/c centering and shuttering.
2.14.1 2.14.2
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
15
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 2.15 Providing and fixing upto floor two level precast cement concrete in moulding as in cornices, window sills etc. not exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) or exposed surface i/c centering and shuttering in
UNIT
MSR 2011
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 18,798.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 17,837.40
DAMP PROOF COURSE Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)
sqm
Rs. 233.90
Providing and laying damp-proof course 38 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)
sqm
Rs. 325.90
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
sqm
Rs. 416.10
'/50 kg cement bag
Rs. 54.60
sqm
Rs. 126.00
2.15.1 2.15.2
2.16
2.17
2.18
2.19
2.20
Extra for providing and mixing water proofing materials in cement concrete work in the proportion recommended by manufactures
Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per sqm on damp-proof course after MISCELLANEOUS
16
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS UNIT 2.21 Extra (over rates upto floor two level) for all concrete above floor two 'per floor level. per cum 2.22
MSR 2011 1% of the rate of conc.
Extra for laying concrete in or under water and/or liquid and i/c cost of pumping or bailing out water and removing slush etc. complete. 'per cum per m
Rs. 337.40
2.23
Extra for laying concrete in or under foul position.
cum
Rs. 143.50
2.24
Extra rate for concrete for using 12.5 mm nominal size stone aggregate instead of 20 mm nominal size stone aggregate. cum
NA
cum
Rs. 595.00
2.25
Deduct rate for concrete for using 40 mm nominal size shingle instead of 40 mm nominal size stone aggregate ( in C.C. 1:5:10, 1:4:8, 1:3:6)
Note for No. 22. The quality will be calculated by multiplying measured from the sub-soil water level upto the centre on concrete under sub-soil water level with quantity of concrete executed under sub-soil water. The depth of centre of gravity reckoned correct to 0.1 m, 0.05 m or more shall be taken as less and less than 0.05 m ignored.
17
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
18
MSR 2011
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
REINFORCED CEMENT CONCRETE WORK
SH: SL. NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 9,027.60
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
cum
Rs. 7,060.00
1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
Rs. 6,249.10
1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).
cum
Rs. 9,710.40
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
cum
Rs. 7,756.00
1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
cum
Rs. 6,945.00
CAST-IN-SITU
3.1
Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 3.1.1
3.1.2 3.1.3
3.2
1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement in
3.2.1 3.2.2 3.2.3
19
Chapter 01 - EARTHWORK
SL. NO.
3.3
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Reinforced cement concrete work in suspended floors, roofs landing, shelves & their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
3.3.1
1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size).
cum
Rs. 10,009.30
3.3.2
1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
cum
Rs. 8,084.50
cum
Rs. 7,273.60
cum
Rs. 10,089.10
cum
Rs. 8,145.80
3.3.3
3.4
MANIPUR SCHEDULE OF RATES
1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in columns, pillars, piers, abutments, post and struts upto floor two level i/c plastering the exposed surface with cement 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm thickness to give a smooth and even surface but excluding the cost of centering-shuttering & reinforcement
3.4.1
3.4.2
1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size). 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size).
20
Chapter 01 - EARTHWORK
SL. NO. 3.4.3
3.5
3.7
DESCRIPTION OF ITEMS 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
UNIT
MSR 2011
cum
Rs. 7,334.90
cum cum
Rs. 13,729.20 Rs. 9,777.50
cum
Rs. 8,239.80
cum
Rs. 11,720.20
Reinforced cement concrete work in chajjas upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) to give a smooth and even surface, throating or plastered drip and moulding centering and shuttering but excluding cost of reinforcement with 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
3.5.1 3.5.2
3.6
MANIPUR SCHEDULE OF RATES
Thickness not exceeding 15 cm. Thickness exceeding 15 cm.
Reinforced Cement Concrete work in staircase (excluding landing) except spiral staircase i/c finishing and plastering the exposed surfaces with cement mortar 1:3 (1 cement:3-fine sand) to give a smooth and even surface preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centering, shuttering and reinforment with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in spiral staircase (i/c landing ) etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand ) of thickness not exceeding 6 mm to give a-smooth and even surface, preparing the top surface and finishing nosing but excluding the cost of centering, shuttering-and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
21
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 3.8 Reinforced cement concrete work in arches upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size).
3.9
3.10
3.11
UNIT
MSR 2011
cum
Rs. 6,789.10
cum
Rs. 8,368.40
cum
Rs. 8,149.00
R.C.C. work in domes, vaults and shell roofs upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
R.C.C. work in chimneys and shafts upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3(1 cement:3 fine sand ) of thickness not exceeding 6 mm. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with R.C.C 1 : 2 : 4 (1 cement:2 coarse sand: 4 graded stone aggregate of 20 mm nominal size.
Providing and laying upto floor two level R.C.C. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface to give an even and smooth surface, centering and shuttering but excluding the cost of reinforcement in,
22
Chapter 01 - EARTHWORK
SL. NO. 3.11.1
3.11.2 3.11.3 3.11.4 3.12
3.13
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Kerbs, steps and the like.
UNIT cum
MSR 2011 Rs. 8,551.30
String courses, copings, bed plates, anchor blocks, plain window sills and the like.
cum
Rs. 12,857.50
Moulding as in cornices, window sills etc. exceeding 15 cm in girth.
cum
Rs. 13,653.10
Moulding as in cornices, window sills etc. not exceeding 15 cm in girth.
cum
Rs. 13,528.40
cum
Rs. 8,128.20
R.C.C. work in well steining i/c finishing and plastering the exposed surface with cement concrete 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement: 2 coarse Sand: 4 graded stone aggregate 20 mm nominal size). PRE-CAST Providing and fixing upto floor two level pre-cast reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, centering, shuttering but excluding the cost of reinforcement in,
3.13.1
Kerbs, steps and the like.
cum
Rs. 12,170.80
3.13.2
String courses, copings, bed plates, anchor blocks, plain window sills and the like.
cum
Rs. 15,227.20
Small lintels not exceeding 1.5 m clear span over railings, copings and the like.
cum
Rs. 12,575.20
3.13.3
23
Chapter 01 - EARTHWORK
SL. NO. 3.13.4 3.13.5
3.14
3.14.3
3.16
DESCRIPTION OF ITEMS Moulding as in cornices, window sills etc. not exceeding 15 cm in girth. Mouldings as in cornices, window sills etc. exceeding 15 cm in girth.
UNIT
MSR 2011
cum
Rs. 18,764.40
cum
Rs. 18,798.20
sqm
Rs. 1,751.70
sqm sqm
Rs. 1,312.40 Rs. 1,289.90
cum
Rs. 4,533.40
cum
Rs. 537.50
Providing precast cement concrete jali 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire i/c roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand etc. complete excluding plastering of jambs, sills and soffits
3.14.1 3.14.2
3.15
MANIPUR SCHEDULE OF RATES
50 mm thick 40 mm thick
25 mm thick
ENCASING ROLLED STEEL SECTION Encasing rolled steel section, in beams and columns with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface upto floor two level centering and shuttering complete but excluding cost of reinforcement.
Encasing rolled steel section with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) upto floor two level i/c centering, shuttering but excluding cost of expanded metal and hangers.
24
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 3.17 Extra for providing and fixing expanded metal mesh of size 20 x 60 mm and strands 3.25 mm wide 1.6 mm thick weighing 364 kg. per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.
3.18
UNIT
MSR 2011
cum
Rs. 149.90
kg
Rs. 85.70
kg
Rs. 88.20
STEEL REINFORCEMENT Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. 3.18.1
Mild steel bars
3.18.2
Tor-steel bars
MISCELLANEOUS 3.19
Extra for all R.C.C. work above floor two level excluding cost of per floor 1% of the rate of reinforcement. per cum concrete
3.20
Deduct for omitting in R.C.C. work smooth finishing of the exposed surface with 6 mm thick mortar 1:3 (1 cement: 3 fine sand) Extra for rendering smooth the top of suspended floor, landing and staircases (tread and risers) with cement mortar 1:2 (1 cement: 2 coarse sand) i/c a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landing steps i/c subsequent removal and cleaning of the same.
3.21
25
sqm
Rs. 873.90
sqm
Rs. 81.60
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 3.22 Providing and fixing in position G.I. plain sheet 24 B.G. gauge as per design in expansion joints.
3.23
3.24
3.25
3.26
3.27
UNIT
MSR 2011
sqm
Rs. 148.30
m/cm/cm
Rs. 7.10
Providing and filling in position bitumen mix filler of proportion 80 kg of hot bitumen 1 kg of cement and 0.25 cum of coarse sand for expansion joints m/cm/cm
Rs. 2.26
Providing and filling in position blown bitumen in expansion joints.
Providing R.C.C. eave board 25 mm thick and 15 cm to 30 cm wide in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) upto floor two level i/c finishing and plastering of thickness not exceeding 6 mm on exposed surface to give a smooth and even surface, centering and shuttering but excluding cost of reinforcement.
Extra for using 12.5 mm size stone aggregate instead of 20 m size stone aggregate
3.29
Rs. 51,657.30
cum
Rs. 39.00
cum
Rs. 815.70
cum
Rs. 779.00
sqm
Rs. 37.30
cum/m
Rs. 337.40
Deduct for using 20 mm nominal size single instead of 20 mm size stone aggregate. 3.27.1
3.28
cum
1:2:4 mix R.C.C.
3.27.2 1:1.5:3 mix R.C.C. Applying cement slurry in R.C.C. slabs or cement concrete work using 2.75 kg/sqm for receiving cement concrete floor i/c roughening, cleaning etc complete.
Extra for laying R.C.C. in or under water and /or liquid mud i/c cost of pumping or bailing out water and removing slush etc. complete.
26
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 143.50
3.30
Extra for laying R.C.C. in or under foul position.
3.31
Extra for adding Recron 3s or equivalent 12 mm fibre as fibre per bag reinforcement in concrete at the rate of 125 gm per 50 kg bag of cement of including the cost of fibre. cement
Note:
The quantity of item No. 29 will be calculated by multiplying in depth measured from the sub soil water level upto the centre of gravity of R.C.C. under sub soil water with the quantity of RCC in cubic metre executed under sub soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m 0.05 m or more shall be taken as 0.1 m and less than 0.05, ignored. No extra payment shall be made for placing reinforcement. In case of structure like retaining wall etc. height of 4 m above ground level will be reckoned as first floor level.
27
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
28
MSR 2011
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
29
MSR 2011
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the tota l worked out on that basis does not exceed the rate for the initial lead of 1 km.
30
MSR 2011
Chapter 01 - EARTHWORK
SH:
FORM WORK
Sl. No. 4.1
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
sqm
Rs. 263.70
Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in 4.1.1
Foundation, footings, bases of columns etc. and mass concrete.
4.1.2
Flat surface such as suspended floor, roofs landings and the like
4.1.2.1
floors etc. upto 200 mm in thickness
sqm
Rs. 361.00
4.1.2.2
floors etc. above 200m in thickness.
sqm
Rs. 389.80
4.1.3
Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like sqm
Rs. 319.40
sqm
Rs. 459.90
sqm
Rs. 451.70
4.1.4.1
4.1.4.2
Slopping or battering surface i/c folded plates where inclination to horizontal plane does not exceed 300 (degree) requiring shuttering only on the underside.
Where inclination to horizontal plane exceed 300 (degree) ( where shuttering may be provided both on underside and upperside, if requireonly the area of the underside shall be measured for payment.
31
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
4.1.5.1
DESCRIPTION OF ITEMS Arches upto 6m span.
UNIT sqm
MSR 2011 Rs. 857.40
4.1.5.2
Arches exceeding 6 m span
sqm
Rs. 1,062.90
4.1.5.3
Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment) sqm
Rs. 971.90
sqm
Rs. 1,110.30
sqm
Rs. 1,963.90
Columns, pillars, posts and struts (square, rectangular or polygon in plan).
sqm
4.1.7.2
Circular or curved in plan.
sqm
Rs. 394.80 Rs. 520.90
4.1.8.1
Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. sqm
Rs. 289.40
sqm
Rs. 378.90
4.1.5.4
4.1.6
4.1.7.1
4.1.8.2
Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for the payment)
Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).
Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels exceeding 1m in depth.
4.1.9
i) Edges of slab and breaks in floor walls
4.1.9.1
under 20 cm wide
Rm
Rs. 84.80
4.1.9.2
above 20 cm wide
Rm
Rs. 98.30
4.1.10
Cornices and mouldings
sqm
Rs. 444.00
32
Chapter 01 - EARTHWORK
Sl. No. 4.1.11
4.1.12
4.1.13
4.2
4.3
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the like Chullah hoods, weather shade, chajjas, corbels etc. i/c edges.
UNIT
MSR 2011
sqm
Rs. 713.20
sqm
Rs. 392.80
sqm
Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing
4.1.14
Spiral staircase.
sqm
Rs. 326.60 Rs. 521.30
4.1.15
Chimneys and shafts
sqm
Rs. 389.80
4.1.16
Well steining
sqm
Rs. 241.10
4.1.17
Vertical fins and vertical sun breakers
sqm
Rs. 479.90
Extra for additional height of propping and centering exceeding 4 m between supporting floor to ceiling i/c temporary brick or stone pillars for supporting as required. 4.2.1
Height more than 4 m and upto 5 m
sqm
Rs. 279.70
4.2.2
Height more than 5 m and upto 6 m.
sqm
Rs. 1,778.50
4.2.3
Height more than 6 m and upto 7 m.
sqm
Rs. 2,498.90
sqm
Rs. 8.00
Extra for providing form work wrought timber (that is sheathing having planed surfacso as to give medium smooth finish. 4.3.1
Foundation, footings, cases of columns etc.
33
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
4.3.2
Flat surfaces such as soffits of suspended floors, roofs, landings and the like
4.3.2.1
Floor etc. upto 200 m in thickness.
sqm
Rs. 8.00
4.3.2.2
Floor etc. above 200 m in thickness.
sqm
Rs. 8.00
4.3.3
Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
sqm
Rs. 8.00
sqm
Rs. 8.00
Where inclination to horizontal plane exceeds 30* degree and shuttering may be provided both on underside and upperside if required.
sqm
Rs. 14.20
4.3.5.1
Arches upto 6m span.
sqm
Rs. 8.50
4.3.5.2
Arches exceeding 6 m span
sqm
Rs. 8.50
4.3.5.3
Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment) sqm
Rs. 8.50
4.3.4
Slopping and battering surface i/c folded plates
4.3.4.1
Where inclination to horizontal plane does not exceed 30* degree requiring shuttering only on the underside.
4.3.4.2
34
Chapter 01 - EARTHWORK
Sl. No. 4.3.5.4
4.3.6
4.3.7.1 4.3.7.2 4.3.8.1
4.3.8.2
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for payment).
Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment). Columns, pillars, posts and struts (square, rectangular or polygon in plan). Circular or curved in plan.
UNIT
MSR 2011
sqm
Rs. 8.50
sqm
Rs. 58.90
sqm sqm
Rs. 8.00 Rs. 8.00
sqm
Rs. 8.00
sqm
Rs. 8.00
sides or soffits of beams, beam hanunchings cantilevers, girders, brussumers and lintels not exceeding 1m in depth.
sides and soffits of beams, beam haunching, cantilevers, girders, bressumers and lintels exceeding 1m in depth.
4.3.9
Edges of slab and breaks in floor walls
4.3.9.1
under 20 cm wide
Rm
Rs. 1.20
4.3.9.2
above 20 cm wide
Rm
Rs. 1.20
4.3.10
Cornices and mouldings
sqm
Rs. 8.80
4.3.11
Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the like
sqm
Rs. 8.00
Chullah hoods, weather shade, chajjas, corhels etc. i/c edges.
sqm
Rs. 8.00
4.3.12
35
Chapter 01 - EARTHWORK
Sl. No. 4.3.13
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing
UNIT
MSR 2011
sqm
Rs. 8.00
4.3.14
Spiral staircase.
sqm
Rs. 8.00
4.3.15
Chimneys and shafts
sqm
Rs. 8.00
4.3.16
Well steining
sqm
Rs. 8.80
4.3.17
Vertical fins and vertical sun breakers
sqm
Rs. 8.80
36
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
37
MSR 2011
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mix
38
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is le
39
Chapter 01 - EARTHWORK
SH: Sl. No.
MANIPUR SCHEDULE OF RATES
BRICK WORK DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 7,779.50
cum
Rs. 7,417.70
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 fine sand)
cum
Rs. 7,216.30
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 fine sand)
cum
Rs. 7,067.50
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)
cum
Rs. 7,808.70
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
cum
Rs. 7,446.90
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 coarse sand)
cum
Rs. 7,242.60
IN CEMENT MORTAR WITH FINE SAND: 5.1
5.2
5.3
5.4
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand)
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 fine sand)
IN CEMENT MORTAR WITH COARSE SAND: 5.5
5.6
5.7
40
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 5.8 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 coarse sand)
UNIT
MSR 2011
cum
Rs. 7,096.70
cum
Rs. 152.20
IN SUPERSTRUCTURE 5.9
Extra for brick work in superstructure above plinth level upto 1st floor level.
5.10
Extra for brick work in superstructure above 1st floor level
5.11
Extra for brick work in square or rectangular pillars.
cum
Rs. 303.50
5.12
Extra for brick work in circular pillars
cum
Rs. 2,511.80
5.13
Extra for brick work curved on plan upto a mean radius not exceeding 6 m.
cum
Rs. 525.30
5.14
Extra for making tapered surface of brick masonry
sqm
Rs. 387.10
5.15
HALF BRICK MASONRY Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. sqm
Rs. 876.30
sqm
Rs. 840.10
5.16
Half brick masonry 2nd class (local 1st class) in cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure.
41
per floor 1% of the rate of : per b/w from plinth cum per cum upto 1st floor level
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 5.17 Extra for half brick masonry in superstructure above plinth (floor one level) to floor two level
5.18
Extra for half brick masonry in superstructure above floor two level.
5.19
Extra for cutting or chamfering of brick to required shape in masonry works.
UNIT
MSR 2011
sqm
Rs. 26.80 1% of the rate of half brick work in plinth upto floor two level
cum
Rs. 13.60
Honeycomb brick work (75 mm) thick with first class brick in cement mortar 1:4 (1 cement: 4 coarse sand)
sqm
Rs. 516.60
5.21
Joining old brick work with new brick work
sqm
Rs. 126.90
5.22
Providing/fixing (75 mm) thick 2nd class (local first class) brick drip course at junctions of roofs and walls in cement mortar 1:4 (1 cement: 4 fine sand)
Rm
Rs. 19.40
Rm
Rs. 5.70
per girth
Rs. 10.70
5.2
5.23
5.24
Providing and fixing (125 mm) thick (75 mm) projected 2nd class (local first class) brick string course in cement mortar (1 cement :4 fine sand)
Moulding & cornices in brick work with cement plaster 1:4 (1 cement: 4 fine sand) girth to be measured in cm and length in running metre.
42
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 5.25 Extra for forming cavity 5 cm to 7.5 cm width in cavity walls with necessary weep and vent holes i/c use of cores and cost of providing and fixing bitumastic coated M.S. ties of 25 mm x 3 mm section at not less than 3 ties per sqm as per approved design.
5.26
5.27
5.28
5.29
5.30
5.31
UNIT
MSR 2011
sqm
Rs. 66.00
Rm
Rs. 251.90
1 cum per depth
Rs. 291.80
cum
Rs. 143.50
2nd class (local first class) brick work in plain arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.
cum
Rs. 8,033.50
2nd class (local first class) brick work in gauged arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.
cum
Rs. 9,506.30
Mud-mortar
cum
Rs. 390.70
Providing half brick masonry 2nd class (local first class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm width in cavity wall complete with 10 cm width bitumen felt type 3 grade-I
Extra for laying brick work in or under or liquid mud i/c cost of pumping and bailing out water and removing slush etc. complete.
Extra for laying brick work in or under water, foul position.
43
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
Sl. No. DESCRIPTION OF ITEMS 5.32 3rd class (local mixed class) brick work in foundation & plinth in mud mortar.
44
UNIT
MSR 2011
cum
Rs. 5,620.80
Chapter 01 - EARTHWORK
Sl. No.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
45
MSR 2011
Chapter 01 - EARTHWORK
SH: SL. NO.
MANIPUR SCHEDULE OF RATES
STONE WORK DESCRIPTION OF ITEMS
6.1
Dressing of sand stone in plain ashlar cyclopean.
6.2
Dressing of sand stone in sunk or moulded work.
6.3
Dressing of sand stone in ashlar punched (ordinary).
6.4
Dressing of sand stone in arch, dome or circular moulded work.
6.5 6.6
UNIT
MSR 2011
cum
Rs. 4,692.30
cum
Rs. 12,730.70
cum
Rs. 46.11
cum
Rs. 14,865.70
sqm
Rs. 19,520.70
sqm
Rs. 602.60
Dressing of sand stone for ashlar moulded and curved columns. Dressing of sand stone in veneer work (average thickness 40 to 50 mm).
6.7
Fixing charges for stone in veneer work.
sqm
Rs. 448.20
6.8
Fixing charges for stone work i/c pointing.
cum
Rs. 3,679.50
6.9
Random rubble masonry in walls with hard stone of approved quality in foundation & plinth laid dry, well bonded faced with selected stone & built with bond or through stone evenly placed at the rate of two per square metre. cum
Rs. 1,406.20
46
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 6.10 Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 fine sand) i/c levelling up with cement concrete 1:6:12 (1 c : 6 f/s : 12 stone aggregate 20 mm nominal size) at plinth level. 6.11
UNIT
MSR 2011
cum
Rs. 3,300.30
cum
Rs. 3,338.70
cum
Rs. 4,307.90
cum
Rs. 220.20
Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.
6.12 Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:3 (1 cement:3 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.
6.13
Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in superstructure above plinth level & upto floor two level i/c levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand:12 graded stone aggregate 20 mm nominal size at window sills & ceiling level (instead of at plinth level).
47
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 6.14 Extra for additional lift for polygonal rubble masonry/random rubble masonry (uncoursed/brought to courses) /squared rubble masonry (unsoursed/brought to courses) with hard stone of approved quality in superstructure above floor two level.
6.15
6.16
6.17
6.18
6.19
UNIT
MSR 2011
1% of the rate of stone work from plinth upto floor two level
Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in square or rectangular pillars. cum
Rs. 277.80
cum
Rs. 800.90
cum
Rs. 308.30
cum
Rs. 3,554.80
cum
Rs. 3,950.40
cum cum
Rs. 3,655.50 Rs. 3,895.80
Extra for R. R. masonry(uncoursed/ brought to courses) /squared rubble masonry (uncoursed /brought to courses) with hard stone of approved quality in circular pillars.
Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality curved on plain for a mean radius not exceeding 6m. Squared rubble masonry coursed (1st sort) with hard stoneof approved quality in foundation & plinth in: 6.18.1
Cement mortar 1:6 (1 Cement: 6 fine sand).
6.18.2
Cement mortar 1:6 (1 Cement: 6 coarse sand).
Squared rubble masonry coursed (2nd sort) with hard stone of approved quality in foundation & plinth in: 6.19.1 6.19.2
(i) Cement mortar 1:6 (1 Cement: 6 fine sand). (ii) Cement mortar 1:6 (1 Cement: 6 coarse sand).
48
Chapter 01 - EARTHWORK
SL. NO.
6.20
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
MSR 2011
cum
Rs. 207.60
Extra for squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above plinth level & upto floor two level.
6.21
Extra for additional lift of squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above floor two level.
6.22
Extra for squared rubble masonry coursed (1st or 2nd sort) with hard stone of approved quality in
6.23
UNIT
1% of the rate of stone work from plinth upto 1st floor level
6.22.1 6.22.2
Square or rectangular pillars. Circular pillars.
cum cum
Rs. 336.20 Rs. 763.30
6.22.3
Curved on plan for a mean radius not exceeding 6 m.
cum
Rs. 257.50
cum
Rs. 4,194.40
cum
Rs. 1,688.60
Pre-cast block masonry with cement concrete block of approved size and specifications in foundation & plinth in cement mortar 1:6 (1 Cement: 6 coarse sand) 6.23.1 6.23.2
a) Solid block. b) Hollow block having solid materials not less than 5% of the total volume of block and hollow filled with sand wherever required in plinth and foundation.
49
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 6.24 Pre-cast concrete block masonry in partition walls 10cm thick with concrete block of approved size & specifications in cement mortar 1:4 (1 cement:4 coarse sand) solid block.
6.25
6.26
6.27
UNIT
MSR 2011
sqm
Rs. 840.90
Extra for pre-cast concrete block masonry (solid/ hollow) for 6.25.1
Works above plinth level upto floor two level.
6.25.2
Additional lift above floor two level.
cum Rs. 148.70 1% of the rate of precast block masonry from plinth level upto floor two level per cum per floor.
Providing and fixing hard stone of approved quality fine dressed & plain or chamfered sills or lintels of any size i/c setting in cement mortar 1:2 (1 Cement: 2 coarse sand) & providing same in one piece. cum
Rs. 15,453.70
cum
Rs. 12,225.70
cum
Rs. 13,996.20
sqm
Rs. 1,077.30
sqm sqm
Rs. 1,083.90 Rs. 1,090.50
Stone work in copings, cornices, string of courses & plinth courses in cement mortar 1:6 (1 Cement: 6 coarse sand) i/c pointing with white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade.
6.28
Extra for stone work sunk or moulded in cornices.
6.29
Stone work for wall lining etc. (veneer work) in cement mortar 1:3 (1 Cement: 3 coarse sand) i/c pointing in white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade 6.29.1 40 mm thick. 6.29.2 50 mm thick 6.29.3
60 mm thick
50
Chapter 01 - EARTHWORK
SL. NO. 6.29.4 6.30 6.31
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 70 mm thick
Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 metre.
Extra for laying stone work in or under foul position.
6.33
Boulder filling dry hand packed tightly as in pitching & slush etc. complete wire crates apron bunds (wire crates to be measured separately).
6.35
6.36
6.37 6.38
MSR 2011 Rs. 1,097.10
cum
Rs. 59.10
cum per m. metre
Rs. 311.50
cum
Rs. 119.20
cum
Rs. 1,007.80
cum
Rs. 1,134.00
cum
Rs. 314.20
cum sqm
Rs. 529.50 Rs. 295.10
sqm
Rs. 490.90
Extra for laying stone work in or under water & or liquid mud i/c cost of pumping or bailing out water & removing slush etc. complete.
6.32
6.34
UNIT sqm
Boulder filling dry hand packed tightly as in pitching and wire crates vertical bunds with sloping face (with crates to be measured separately).
Cutting openings through walls for doors, windows & other openings or enlarging existing openings, converting window into door openings etc. or cutting out defective masonry for under pining i/c providing, fixing & removing, shorting, cleaning & stacking stone & removing surplus to stone & rubbish off the premises.
Extra for under pinning of walls with squared stones (labour for cutting of old walls to be measured separately).
Forming jambs to openings with hard stone of approved quality fine Making good under sills (or over arches, lintels & bressumers) i/c all pinnings when necessary.
51
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS NOTES FOR STONE WORKS
UNIT
1
Certain items in the standard nomenclature provide for different types of stone concrete block and mortar mix etc. in the same item on a group as in item numbers 10 to 20 etc. The exact nomenclature to be included in the contract shall be suitably rewarded so as to limit the scope of the item to the appropriate class of work required.
2
In item No. 31 the quantities shall be calculated by multiplying the depth of foundation below sub-soil water level into the quantity of stone work in cum for the same depth. The depth of foundation below subsoil water level shall be measured correct to 0.1 m and 0.5 m or more shall be taken as 0.1 m and less than 0.05 m shall be ignored. In case of varying depth of foundation respective depth shall be multiplied with corresponding quantities of work.
3
Wherever lime putty is specified in the nomenclature, dry hydrated lime powder shall be provided such lime of standard quantity conforming to IS 712 is available. In such cases, the nomenclature may be suitably modified to provide for dry hydrated lime powder instead of lime putty.
52
MSR 2011
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
53
MSR 2011
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
WOOD WORK
SH: SL. NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum cum
Rs. 35,383.50 Rs. 25,315.90
cum cum
Rs. 3,538.40 Rs. 2,531.60
Sqm Sqm
Rs. 3,073.30 Rs. 2,945.70
Sqm Sqm
Rs. 2,692.50 Rs. 2,613.50
FRAMES
7.1
Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position 7.1.1
7.1.2 7.2
Local best quality Uningthou Local best quality Leihao
JOINERY WORKS P/F 50 mm thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws. 7.3.1 7.3.2
7.4
Local best quality Leihao
Extra for additional labour for circular works such as in frames of fan light. 7.2.1 7.2.2
7.3
Local best quality Uningthou
Local best quality Uningthou Local best quality Leihao
P/F 38 mm thick panelled, glazed or panelled and glazed shutters for doors windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws. 7.4.1 7.4.2
Local best quality Uningthou Local best quality Leihao
54
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 7.5 Deduct if fixed (without hinges) are provided instead of openable shutters for doors, windows or clerestory windows with brass hinges.
7.5.1 7.5.2 7.6
7.6.2 7.6.3
Sqm Sqm
Rs. 621.20 Rs. 540.20
Sqm Sqm Sqm
Rs. 3,058.60 Rs. 2,388.90 Rs. 2,382.80
Sqm Sqm Sqm
Rs. 2,218.00 Rs. 2,136.80 Rs. 1,897.90
Sqm Sqm Sqm
Rs. 1,914.40 Rs. 1,891.90 Rs. 1,703.60
First class Uningthou wood
Leihao wood Uchan/Tairen
P/F 40 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished or black enamelled M.S. Iron butt hinges with necessary screws. 7.7.1 7.7.2 7.7.3
7.8
MSR 2011
P/F 40 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws. 7.6.1
7.7
50 mm thick shutter 38 mm thick shutter
UNIT
Uningthou wood Leihao wood Uchan/Tairen
P/F 35 mm. thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished or black enamelled M.S. Iron butt hinges with necessary screws. 7.8.1 7.8.2 7.8.3
Uningthou wood Leihao wood Uchan/Tairen
55
Chapter 01 - EARTHWORK
SL. NO.
7.9
DESCRIPTION OF ITEMS
MSR 2011
Uningthou wood Leihao wood Uchan/Tairen
Sqm Sqm
Rs. 1,524.80 1,475.20 Rs. 1,331.70
Sqm Sqm
Rs. 30.00 Rs. 286.00
Sqm
Rs. 2,894.60
Extra if following sheet glass panes are used instead of ordinary glass panes in glazed or panelled and glazed doors, windows and clerestory windows (total area of shutter to be measured) 7.1.1 7.1.2
7.11
UNIT
P/F 25 mm thick panelled and glazed or panelled or glazed shutters for cupboard i/c black-enamelled or bright finished M.S. butt hinges with necessary screws. 7.9.1 7.9.2 7.9.3
7.10
MANIPUR SCHEDULE OF RATES
Frosted glass colourless 3 mm thick Plain glass sheet 6 mm thick
P/F flush door shutters decorative type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical or cross board and face veneers 3 mm. thick on faces of shutters i/c providing brass butt hinges with necessary screws etc. complete as directed and specified.
7.11.1
40 mm thick (Single leaf).
56
Chapter 01 - EARTHWORK
SL. NO.
7.12
7.13
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 7.11.2 35 mm thick (Single leaf). 7.11.3 25 mm thick (Single leaf). P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross band and face veneers 3 mm thick on both faces of shutters i/c providing brass butt hinges with necessary screws etc. complete as directed and specified.
UNIT Sqm Sqm
MSR 2011 Rs. 2,424.10 Rs. 2,111.50
7.12.1 7.12.2 7.12.3
Sqm Sqm
Rs. 2,383.60 Rs. 1,792.90
Sqm
Rs. 1,600.50
Sqm Sqm Sqm
Rs. 2,660.20 Rs. 2,147.60 Rs. 1,871.00
40 mm thick (Single leaf). 35 mm thick (Single leaf). 25 mm thick (Single leaf).
P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical grains or cross bands and face veneers 3 mm thick on one face and commercial ply veneering with vertical grains or cross bands and face veneers 3 mm thick and other face of shutter i/c providing brass butt hinges with necessary screws as directed and specified.
7.13.1 7.13.2 7.13.3
40 mm thick (Single leaf). 35 mm thick (Single leaf). 25 mm thick (Single leaf).
57
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 7.14 P/F flush door shutters decorative type core of Block Board construction with frame of 1st class hard wood and well matched 1st. Class Indian teak ply veneering with vertical or cross board and face veneers 3 mm. thick on faces of shutters (hinges and screws to be measured and paid separately). 7.14.1 7.14.2
7.14.3 7.15
7.16
40 mm thick (Single leaf). 35 mm thick (Single leaf).
25 mm thick (Single leaf).
UNIT
MSR 2011
Sqm
Rs. 2,348.30
Sqm Sqm
Rs. 2,222.10 Rs. 1,909.50
Sqm Sqm
Rs. 2,317.50 Rs. 1,590.90
Sqm
Rs. 1,398.50
Sqm Sqm Sqm
Rs. 2,113.90 Rs. 1,945.60 Rs. 1,669.10
P/F flush door shutters commercial type core of Block Board construction with frame of 1st class hard wood and well matched commercial ply veneering with vertical grains or cross board and face veneers 3 mm thick on both faces of shutters (hinges and screws to be measured and paid separately).
7.15.1
40 mm thick
7.15.2 7.15.3
35 mm thick 25 mm thick
P/F flush door shutters commercial type core of Block Board construction 1st class 7.16.1 40with mmframe thickof(Single leaf).hard wood and well matched 1st. 7.16.2 35 mm thick (Single leaf). 7.16.3 25 mm thick (Single leaf).
58
Chapter 01 - EARTHWORK
SL. NO.
7.17
DESCRIPTION OF ITEMS
Local best quality Uningthou Local best quality Leihao Local best quality Tairen/Uchan
Sqm Sqm Sqm
Rs. 1,732.90 Rs. 1,654.00 Rs. 1,528.30
Local best quality Uningthou Local best quality Leihao
Sqm Sqm
Rs. 2,102.50 Rs. 2,019.30
Sqm Sqm
Rs. 2,033.00 2,364.60 Rs.
Sqm
Rs. 2,028.30
Sqm
Rs. 1,970.20
P/F 40 mm thick panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright finished M.S. butt hinges with necessary screws. 7.19.1
7.20
MSR 2011
P/F 20 mm. thick battened door and window shutters with necessary ledges and braces 25 mm i/c bright finished or/and black enamelled M.S. Iron T-hinges with necessary screws 7.18.1 7.18.2
7.19
UNIT
P/F 38 mm thick battened framed door shutter i/c bright finished or black enamelled Iron butt hinges with necessary screws. 7.17.1 7.17.2 7.17.3
7.18
MANIPUR SCHEDULE OF RATES
Uningthou wood shutter with 12 mm thick teak wood particle board.
7.19.2 Tolhao wood shutter with 12 mm thick teak wood particle Providing & fixing 35 mm thick panelled glazed shutter for doors windows and clerestory windows i/c anodised aluminium butt hinges with necessary screws. 7.20.1 7.20.2
1st class Uningthou wood shutter with 12 mm thick teak wood particle Leihao wood board. shutter with 12 mm thick wood particle board.
59
Chapter 01 - EARTHWORK
SL. NO.
7.21
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Sqm
Rs. 1,516.80
Sqm
Rs. 1,502.90
Providing & fixing 25 mm thick panelled & glazed shutters for cup-board etc. i/c anodised aluminium butt hinges with necessary screws. 7.21.1 7.21.2
7.22
MANIPUR SCHEDULE OF RATES
Uningthou wood shutter with 12 mm thick teak wood particle board. Leihao wood shutter with 12 mm thick wood particle board.
Providing & fixing panelled, glazed or panelled & glazed shutter for door, windows, clerestory window, cup board shutters with ply wood/particle board/ hard board/Asbestos sheet i/c providing anodised aluminium butt hinges/M.S. black enamelled but hinges/bright finished brass hinges with screws etc. complete for all sizes (Particle board/ply wood/ hard board/Asbestos sheet/glass/hinges & screws to be measured & paid for separately).
7.22.1 7.22.1.1 7.22.1.2
40 mm thick Uningthou wood Tolhao wood
Sqm Sqm
Rs. 2,542.10 Rs. 2,155.20
7.22.2 7.22.2.1 7.22.2.2
35 mm thick Uningthou wood Leihao wood
Sqm Sqm
Rs. 2,149.70 Rs. 2,081.80
7.22.3 7.22.3.1
25 mm thick Uningthou wood
7.22.3.2
Leihao wood
Sqm Sqm
Rs. 1,581.80 Rs. 1,565.60
60
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 7.23 P/F plain trellis of work or 40 x 12 mm laths placed 4 mm apart (frames to be paid separately) i/c fixing 50 x 12 mm beading complete with 7.23.1 7.23.2
7.24
Rs. 1,313.10 Rs. 722.60
Uningthou wood Leihao wood
Sqm Sqm
Rs. 2,536.30 Rs. 2,414.20
Black enamelled iron hinges Local best quality Uningthou Local best quality Leihao
Sqm Sqm
Rs. 1,714.50 Rs. 1,680.70
Sqm Sqm
Rs. 2,408.60 Rs. 2,346.20
Providing & fixing 38 mm thick louvered shutter with fixed venetians 12 mm thick for windows i/c bright finished or/and black enamelled iron hinges with necessary screws. 7.26.1 7.26.2
7.27
Sqm Sqm
P/F 38 mm thick wire gauged shutter using galvanised M.S. wire gauge designation 140G with wire of dia 0.56 mm for doors, windows & clerestory windows i/c providing hinges with necessary screws complete. 7.25.1 7.25.1.1 7.25.1.2
7.26
MSR 2011
P/F plain trellies door and window shutter i/c bright or black enamelled M.S. butt hinges with necessary screws 40 X 12 mm laths placed 40 mm apart (frames to be paid separately) i/c fixing 50 X 12 mm beading complete with 7.24.1 7.24.2
7.25
Uningthou wood Leihao wood
UNIT
Local best quality Uningthou Local best quality Leihao
Providing & fixing compound gate as per standard design i/c M.S. straps, clamps, pintle sets pin clamps fixed in cement concrete block (50 x 30 x 20 cm) of 1:3:6 mix (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge)complete with.
61
Chapter 01 - EARTHWORK
SL. NO. 7.27.1
7.27.2 7.28
7.29
DESCRIPTION OF ITEMS Local best quality Uningthou
Local best quality Leihao
UNIT
MSR 2011
Sqm Sqm
Rs. 2,179.70 Rs. 2,114.30
Sqm
Rs. 1,528.10
Sqm
Rs. 1,069.40
Sqm
Rs. 898.60
Sqm
Rs. 870.80
Sqm
Rs. 661.00
Sqm
Rs. 643.80
Rm
Rs. 29.30
Providing & fixing local best quality plain lining tongued & grooved/on & i/c wooden plug complete with necessary screws & priming coat on unexposed surface. 7.28.1
Local best quality Uningthou (38 mm thick).
7.28.2
Local best quality Leihao (25 mm thick).
Providing & fixing local best quality plain lining tongued & grooved on & i/c wooden plug complete with necessary screws & priming coat on unexposed surface. 7.29.1 7.29.1.1 7.29.1.2
7.29.2 7.29.2.1 7.29.2.2
7.30
MANIPUR SCHEDULE OF RATES
19mm thick Local best quality Uningthou Local best quality Leihao
12 mm thick Local best quality Uningthou Local best quality Leihao
Supplying and fixing wooden beads (fillets) wherever necessary in ceiling works etc. with using thin beads/ fillets. 7.30.1
40 mm x 12 mm
62
Chapter 01 - EARTHWORK
SL. NO. 7.30.2
7.31
7.32
DESCRIPTION OF ITEMS 62 mm x 12 mm
UNIT
MSR 2011
Rm
Rs. 39.10
each
Rs. 12.00
Sqm Sqm
Rs. 2,307.40 Rs. 79.60
Sqm Sqm
Rs. 2,796.50 Rs. 2,272.70
Providing 50 x 50 x 50 mm Uningthou plug i/c cutting brick work & fixing in cement mortar 1:3 & making good the work.
Providing & fixing 38 mm thick plain framed panelled with necessary screws & priming coat on unexposed surface etc. complete. 7.32.1
7.33 7.34
MANIPUR SCHEDULE OF RATES
Local best quality Uningthou
Providing & fixing local best quality Uningthou grounds 50 x 25 mm i/c Providing & fixing local best quality Uningthou jamb lining with necessary screws, priming coat on unexposed surface etc complete. 7.34.1
7.34.2
Uningthou wood in planks (38 mm thick).
Uningthou wood in planks (25 mm thick). This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the tota l worked out on that basis does not exceed the rate for the initial lead of 1 km.
63
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 7.35 Providing & fixing 3 mm thick ply wood plain lining with necessary screws, priming coat on unexposed surface etc. complete. 7.35.1 7.35.2 7.36
7.37
7.38
7.39
7.40
Teak ply facing of approved manufacture. Commercial ply facing of approved manufacture
UNIT
MSR 2011
Sqm Sqm
Rs. 971.10 Rs. 598.90
Sqm
Rs. 3,378.90
Sqm
Rs. 3,240.70
Sqm
Rs. 1,964.70
Rm Rm
Rs. 59.10 Rs. 71.90
m-cm
Rs. 32.60
Providing & fixing 38 mm thick local best quality Uningthou lining with raised panel & bolection mouldings complete as per design with necessary screws & priming coat on unexposed surface.
Providing & fixing 38 mm local best quality Uningthou plain panelling with skirting chair rails & cornice with necessary screws, priming coat on unexposed surface etc.
Providing & fixing 25 mm thick plain local quality Uningthou skirting with necessary screws & priming coat on unexposed surface
Providing & fixing Uningthou wood moulded beading to door & window frames with iron screws, plugs & priming coat on unexposed surface. 7.39.1
50 x 12 mm
7.39.2
50 x 19mm
Providing & fixing all types of Uningthou mouldings such as base moulding chair rail, architrave moulded post, moulding skirting i/c necessary screws & painting on unexposed surface with wood primer of approved quality etc. complete.
64
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 7.41 Providing & fixing 12 mm thick & 100m wide pelmet with 25 mm dia wooden curtain rod & bracket i/c fixing with 25x3 mm M.S. flat 10 cm long & plugs complete with painting, polishing oiling as required (Local best quality Uningthou).
7.42
7.43
7.44
7.45
7.46
7.47
UNIT
MSR 2011
Rm
Rs. 218.20
Rm
Rs. 276.30
Rm
Rs. 87.10
Providing & fixing 38 mm panelled, glazed or panelled & glazed partition fixed to frames with iron screws etc. complete (frames to be paid separately). a) Local best quality Uningthou
Sqm
Rs. 1,891.50
Providing and fixing plain asbestos sheet 6 mm thick in partition i/c fixing to frames with brass screws etc. complete with 50 x 12 mm local best quality Uningthou beading (frame to be paid separately)
Sqm
Rs. 514.60
Sqm
Rs. 346.60
Sqm Sqm
Rs. 1,808.80 Rs. 1,451.30
Providing & fixing 12 mm thick & 150 mm wide pelmet with 25 mm dia wooden curtain rod & bracket i/c fixing with 25x3 mm M.S. flat 10cm long & plugs etc. complete with painting, polishing or oiling as required (Local best quality Uningthou). Providing & fixing 25 mm dia local best quality Uningthou curtain rods with brackets, plugs, etc. wherever required i/c painting polishing or oiling as required.
Providing & fixing in partition 3 mm thick hard board of approved quality i/c fixing in frames with brass screws etc. complete with 50 x 12 mm local best quality Uningthou beading (frames to be paid separately). Providing & fixing 40 mm panelled, glazed or panelled & glazed partition fixed to frames with iron screws etc. complete (frames to be paid separately) with 7.47.1 Uningthou wood 7.47.2 Tolhao wood
65
Chapter 01 - EARTHWORK
SL. NO.
7.48
7.49
7.50
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing & fixing teak ply wood 3 mm thick in partition i/c fixing to frames with brass screws etc. complete with 50 x 12 mm first class Uningthou wood beading (frames to be paid separately)
Sqm
Rs. 707.60
Providing beams i/c hoisting, fixing in position & applying wood preservative on unexposed surface etc. complete (Uningthou).
cum Rs. 33,878.40
Providing joist (Korries) i/c hoisting, fixing in position & applying wood preservative on unexposed surface etc. 7.50.1 7.50.2
7.51
7.53
cum Rs. 33,133.60 cum Rs. 31,784.60
Uningthou wood Leihao wood
Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position. 7.51.1 7.51.2 7.51.3
7.52
MANIPUR SCHEDULE OF RATES
First class Uningthou wood Leihao wood Uchan/Tairen/Tolhao/Khangra.
Providing wood work in frame of false ceiling, partition etc sawn & put up in position. 7.52.1 First class Uningthou wood 7.52.2 Uchan/Tairen wood 7.52.3 Leihao wood 25 mm thick shelves supported on 40 x 40 x 6 mm on T or L iron bracket fixed at suitable distance but not exceeding 75cm apart in 7.5 x 7.5 x 15cm blocks of cement concrete mix 1:3:6 (1 cement:3 coarse sand: 6 stone aggregate 20 mm nominal gauge). 7.53.1 Local best quality Uningthou wood in planks 7.53.2
Local best quality Leihao wood in planks
66
cum Rs. 40,208.80 cum Rs. 37,706.40 cum Rs. 28,387.10
cum Rs. 29,091.50 cum Rs. 20,150.20 cum Rs. 27,973.80
Sqm Sqm
Rs. 1,331.30 Rs. 1,309.90
Chapter 01 - EARTHWORK
SL. NO.
7.54
7.55
7.56
7.57
7.58
7.59
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Sqm Sqm
Rs. 1,743.70 Rs. 1,650.70
Kg
Rs. 63.10
Providing & fixing M.S. round or square bar with M.S. flats at required spacing in wooden frame of window clerestory window.
Kg
Rs. 65.10
Providing & fixing fly proof galvanised M.S. wire gauge of IS gauge of designation 14 O.G. with wire of diameter 0.56 mm to window & clerestory window i/c 62 x 19 mm beading of 7.57.1 Local best quality Uningthou 7.57.2 Local best quality Leihao
Sqm Sqm
Rs. 392.80 Rs. 279.40
Providing 40 x 3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts & wooden plugs & embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal gauge).
each
Rs. 94.70
Rm Rm Rm Rm
Rs. 51.10 Rs. 70.90 Rs. 74.90 Rs. 110.60
38 mm thick wooden shelves supported on 40 x 40 x 6 mm T or L iron brackets fixed at suitable distance but not exceeding 75cm apart in 7.5 x 7.5 x 15 cm blocks of cement concrete 1:3:6 (1 cement:3 coarse sand :6 stone aggregate). 7.54.1 Local best quality Uningthou 7.54.2 Local best quality Leihao wood Providing & fixing M.S. round or square bars at required spacing in windows frame of window & clerestory window.
Providing & fixing local ballies in post, purlins, rafter, post plate etc. i/c cost of iron nails & spikes required & applying wood preservative on all exposed surface. 7.59.1 7.59.2 7.59.3 7.59.4
75 mm dia. 100 mm dia. 125 mm dia. 150 mm dia.
67
Chapter 01 - EARTHWORK
SL. NO.
7.60
7.61 7.62
7.63
7.64 7.65
7.66
7.67
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing local ballies in trusses i/c cost of iron nails & spikes required & applying wood preservative on all exposed surfaces. 7.60.1 75 mm dia. 7.60.2 100 mm dia. 7.60.3 125 mm dia. 7.60.4 150 mm dia.
Rm Rm Rm Rm
Rs. 80.80 Rs. 100.70 Rs. 104.60 Rs. 140.40
Providing & fixing Uningthou wood stair case hollow post made of 20 mm thick planks i/c moulding.
Rm
Rs. 2,882.80
Rm
Rs. 1,895.80
Rm
Rs. 2,395.80
Extra for treads and risers in windows ( measured net, both treads and risers)
Rm
Rs. 379.20
Providing & fixing rounded nosings 75 mm wide & 30 mm to 40 mm thick, fixed to edges of landings to match stair treads rebated to suit thickness of flooring as required tongued & grooved i/c returned edges complete in Uningthou wood.
Rm
Rs. 161.10
Providing & fixing 75 mm to 60 mm rounded hand rails in straight lengths complete in Uningthou wood.
Rm
Rs. 252.40
Providing and fixing 75 x 60 mm moulded hand rail in straight lengths complete in Uningthou wood.
Rm
Rs. 378.60
Providing & fixing 30 mm wrought treads with rounded nosings & 20 mm wrought risers tongued both edges, glued, wedged & blocked complete in Uningthou wood. Providing & fixing 40 mm wrought treads with rounded nosings & 25 mm wrought risers tongued both edges, glued wedged & block complete in Uningthou wood.
68
Chapter 01 - EARTHWORK
SL. NO.
7.68
7.69
7.70
7.71
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing & fixing 75 mm x 60 mm Uningthou caps turned to match the hand rails & mitred in i/c/hand rail screws & dowels (dia of cap to be twice the width of the hand rail 75 mm x 60 mm)
each
Rs. 277.70
Providing & fixing 75 mm x 60 mm Uningthou wood scrols to suit to rounded hand rails (dia of scrolls to be three times the width of hand rails 75 mm x 60 mm).
each
Rs. 416.60
each
Rs. 520.70
Providing & fixing 75 mm x 60 mm Uningthou wood scrolls made to suit the moulded hand rails (dia of scrolls to be three times the width of hand rails 75 mm x 60 mm).
Providing Uningthou wood mortices for strings & hand rails with sectional area exceeding 100 mm x 100 mm wrought with square, rounded chamfered or step chamfered edges. cum Rs. 36,007.60
7.72
Providing Uningthou wood mortices for strings & hand rails with sectional area not exceeding 100 mm x 100 mm wrought with square, rounded, chamfered & step chamfered.
cum Rs. 41,174.70
7.73
Providing rounded mitred ends to top of newels.
each
Rs. 159.90
7.74
Providing & fixing 25 mm x 25 mm Uningthou wood balusters 25 mm x 25 mm square, wrought fixed with ends housed (square or splay) to hand rails & treads or strings complete.
Rm
Rs. 140.20
Kg Kg
Rs. 68.30 Rs. 127.90
7.75
Providing & fixing M.S. grills of required pattern to wooden frames of window etc with M.S. flats at required spacing & frames all round bars with round headed bolts & nuts or by screws. a) Plain grill. b) Ornamental grill.
69
Chapter 01 - EARTHWORK
SL. NO.
7.76
7.77
7.78
7.79
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing & fixing expanded metal 20 x 60 mm strands 3.25m wide & 1.6 mm thick for windows etc. i/c 60 x 20 mm beading of 1st class Uningthou.
Sqm
Rs. 215.90
Providing & fixing bright finished steel 100 mm door mortice latch & lock & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).
Sqm
Rs. 384.70
Providing & fixing bright finished brass 100 mm door mortice latch with one dead bolt & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality).
each
Rs. 553.00
each each
Rs. 553.90 Rs. 29.70
each each each each
Rs. 39.70 Rs. 30.30 Rs. 20.20 Rs. 10.40
each each each each
Rs. 57.50 Rs. 47.70 Rs. 43.40 Rs. 41.10
each each
Rs. 127.60 Rs. 119.40
Providing & fixing bright finished brass hand drawn hooks & eyes. 7.79.1 7.79.2
7.80
125 x 65 x 3 mm 100 x 58 x 2 mm 75 x 47 x 1.7 mm 50 x 3.7 x 1.5 mm
Providing & fixing M.S. pressed parliamentary hinges with necessary screws etc. complete 7.81.1 7.81.2 7.81.3 7.81.4
7.82
150 mm. 100 mm.
Providing & fixing M.S. pressed butt hinges bright finished with necessary screws etc. complete. 7.80.1 7.80.2 7.80.3 7.80.4
7.81
MANIPUR SCHEDULE OF RATES
150 x 125 x 27 x 2.80 mm 125 x 125 x 27 x 2.50 mm 100 x 125 x 27 x 2.50 mm 75 x 100 x 20 x 2.24 mm
Providing & fixing M.S. single acting spring hinges bright finished with necessary screws. 7.82.1 7.82.2
150 mm. 125 mm
70
Chapter 01 - EARTHWORK
SL. NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
100 mm
each
Rs. 107.80
Providing & fixing M.S. double acting spring hinges bright finished with necessary screws. 7.83.1 150 mm 7.83.2 125 mm 7.83.3 100 mm
each each each
Rs. 197.70 Rs. 177.80 Rs. 160.30
Providing & fixing M.S. Tee hinges bright finished or/& black enamelled with necessary screws etc. complete. 7.84.1 300 x 115 x 2.24 mm 7.84.2 250 x 100 x 2.24 mm
each each
Rs. 149.00 Rs. 131.50
Providing and fixing M.S. sliding bolts bright finished or black enamelled with nuts & screws etc. complete. 7.85.1 300 x 16 mm 7.85.2 250 x 16 mm
each each
Rs. 169.30 Rs. 139.50
Providing and fixing Brass sliding bolts bright finished or black enamelled with nuts & screws etc. complete. 7.86.1 300 x 16 mm 7.86.2 250 x 16 mm
each each
Rs. 411.80 Rs. 349.00
each each
Rs. 283.60 Rs. 207.20
Providing & fixing M.S. Tower bolts (barrel type) with screws etc. complete. 7.88.1 250 x 10 mm 7.88.2 200 x 10 mm 7.88.3 150 x 10 mm 7.88.4 100 x 10 mm
each each each each
Rs. 150.60 Rs. 109.10 Rs. 97.50 Rs. 73.20
Providing & fixing Brass Tower bolts (barrel type) with screws etc. complete. 7.89.1 250 x 10 mm
each
Rs. 409.10
7.82.3 7.83
7.84
7.85
7.86
7.87
Providing and fixing Aluminium sliding bolts bright finished or black enamelled with nuts & screws etc. complete. 7.87.1 7.87.2
7.88
7.89
MANIPUR SCHEDULE OF RATES
300 x 16 mm 250 x 16 mm
71
Chapter 01 - EARTHWORK
SL. NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
200 x 10 mm 50 x 10 mm 100 x 10 mm
each each each
Rs. 381.30 Rs. 288.00 Rs. 205.40
each each each each
Rs. 208.90 Rs. 190.80 Rs. 144.20 Rs. 96.60
Providing & fixing M.S. handles with necessary screws etc. complete. 7.91.1 125 mm 7.91.2 100 mm 7.91.3 75 mm
each each each
Rs. 33.20 Rs. 29.70 Rs. 21.54
Providing & fixing Brass handles with necessary screws etc. complete. 7.92.1 125 mm 7.92.2 100 mm 7.92.3 75 mm
each each each
Rs. 156.40 Rs. 139.70 Rs. 110.50
each each each
Rs. 91.20 Rs. 79.50 Rs. 50.30
each each each each each
Rs. 32.73 Rs. 29.20 Rs. 22.20 Rs. 18.10 Rs. 13.50
7.89.2 7.89.3 7.89.4 7.90
Providing & fixing Aluminium Tower bolts (barrel type) with screws etc. complete. 7.90.1 7.90.2 7.90.3 7.90.4
7.91
7.92
7.93
7.95
250 x 10 mm 200 x 10 mm 150 x 10 mm 100 x 10 mm
Providing & fixing Aluminium handles with necessary screws etc. complete. 7.93.1 7.93.2 7.93.3
7.94
MANIPUR SCHEDULE OF RATES
125 mm 100 mm 75 mm
Providing and fixing M.S. hooks and eyes. 7.94.1 300mm 7.94.2 250 mm 7.94.3 200 mm 7.94.4 150 mm 7.94.5 100 mm Providing & fixing M.S. safety hasps & staples with necessary screws etc. complete.
72
Chapter 01 - EARTHWORK
SL. NO.
7.95.1 7.95.2 7.95.3
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
150 mm. 115 mm 90 mm
each each each
Rs. 28.40 Rs. 22.20 Rs. 18.10
73
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
STEEL WORKS
SH: SL. NO. 8.1
DESCRIPTION OF ITEMS
MSR 2011
Q
Rs. 8,901.50
Q Q
Rs. 6,764.20 Rs. 6,619.40
Q
Rs. 9,470.60
Q
Rs. 8,564.80
Q
Rs. 8,474.30
Q
Rs. 8,729.10
Q
Rs. 9,135.90
Q
Rs. 10,551.90
Steel work in single sections, i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paint.
8.1.1 8.1.2
8.1.3 8.2
UNIT
In R.S. Joist In M.S. Flat/Plate
In channel, angles & tees.
Steel Work rivetted in built up sections framed work,i/c cutting, hoisting, fixing in position & applying a priming coat of red lead paints. 8.2.1
8.2.2
8.2.3 8.2.4
In beams and joists with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like. In beams and channels, angles, tees with connecting plates or angle cleats as in main and cross beams, hips and jack rafters, purlins connected to common rafter and the like. In beams, flats with connecting plates or angle cleats as in main and cross beams, hips and jack rafters, purlin connected to with common raftersstiffners and theinlike. In rolled joist or without grillage (the weight of stiffeners shall be added to the weight of joists).
8.2.5
8.2.6
In single stanchion composed of rolled joists or channel with caps, bases, splices, angle brackets etc. In trusses and trussed purlins upto 25 m span and 15 m over all height.
74
Chapter 01 - EARTHWORK
SL. NO. 8.2.7 8.2.8 8.2.9
8.3
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS In stair cases including stringers, treads, landings, hand rails etc.
UNIT
MSR 2011
Q
Rs. 8,812.50
Q
Rs. 8,268.40
Q
Rs. 6,451.20
Q
Rs. 9,608.90
Q
Rs. 8,231.00
Q
Rs. 8,621.10
Q
Rs. 9,467.90
In single stanction composed of rolled joists or channels with caps, bases, splices, angle brackets etc.
Q
Rs. 7,974.10
In trusses & trussed purlins upto 25m span & 15m over all height.
Q
Rs. 8,606.50
Q
Rs. 8,617.80
In gratings, framed guard bars, ladders, railings, brackets and similar works. In straps, wall ties, inserts, knee pieces and similar work.
Steel Work bolted in built up section framed work i/c cutting hoisting, fixing in position & applying a priming coat of red lead paint. 8.3.1
8.3.2
8.3.3
8.3.4
8.3.5 8.3.6 8.3.7
In R.S. joists with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like. In beams & channels, angles, Tees with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like. In flats with connecting plates or angle cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like. In rolled joists with or without stiffners in grillage (the weight or stiffness shall be added to the weight of joists.)
In staircases i/c stringers, treads, landings, hand rails etc.
75
Chapter 01 - EARTHWORK
SL. NO. 8.3.8 8.3.9 8.4
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS In gratings, framed guard bars, ladders, railings, brackets and similar works. In straps, wall ties, inserts, knee pieces & similar works.
UNIT
MSR 2011
Q Q
Rs. 8,295.90 Rs. 6,485.60
Q
Rs. 9,318.70
Q
Rs. 6,936.60
Q
Rs. 7,522.00
Q
Rs. 6,353.30
Q
Rs. 8,971.50
Q
Rs. 8,765.20
Q
Rs. 9,039.90
Q
Rs. 8,966.80
Q
Rs. 6,435.60
Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint . 8.4.1
8.4.2
8.4.3
8.4.4
8.4.5
8.4.6 8.4.7 8.4.8 8.4.9
In beams & joists with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like. In beams & channels, angles, Tees with connecting plates or angles cleats as in main & cross beams, hip & jack rafters, purlins connected to common rafter and the like. In beams, flats with connecting plates or angle cleats as in main & cross beams, hip &j ack rafters, purlins connected to common rafter and the like. In rolled joists with or without stiffners in grillage (the weight or stiffness shall be added to the weight of joists.) In single stanchion composed of rolled joists or channels with caps, bases, splices, angle brackets etc. In trusses & trussed purlins upto 25m span & 15m over all height. In staircases i/c stringers, treads, landings, hand rails etc. In gratings, framed guard bars, ladders, railings, brackets and similar works. In straps, wall ties, inserts, knee pieces & similar works.
76
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 8.5 Providing & fixing in position collapsible steel shutters with vertical channels 20mm X 10 mm X 2 mm & braced with flat iron diagonals 20 mm X 5 mm sizes with top & bottom rails of T iron 40 mm X 40 mm X 6 mm with 38 mm dia steel pulleys complete with bolts & nuts, locking arrangement, stoppers, handles i/c applying a priming coat of red lead paint.
UNIT
MSR 2011
Sqm Sqm
Rs. 4,962.00 Rs. 3,575.40
Sqm
Rs. 3,179.50
Sqm Sqm
Rs. 1,571.80 Rs. 2,651.10
each
Rs. 595.10
Rm
Rs. 547.00
8.6
8.7
P/F 1 mm thick M.S. sheet garrage doors with frame of 40 X 40 X 6 mm, angle iron 3.15 mm M.S. gusset plate at the junction of corners with handles, stoppers of locking arrangement etc. i/c applying a priming coat of red lead paint. 8.7.1
8.8
Providing and fixing rolling shutters of approved make made of 80mm wide M.S. laths interlocked together through their entire length or jointed together at the end by end brackets plates, (guides) channels of arrangements for inside and outside locking with push pull operation complete but excluding the cost of hood cover and spring.
8.8.1 8.8.2 8.9
8.10
Using M.S. angles 40 x 40 x 6mm for diagonal braces.
Shutters having width below 3.5m. Shutters having width 3.5m and above.
Providing & fixing 27.5 cm. long wire spring grade no.2 for rolling shutters. Providing & fixing hood cover for rolling shutters. 8.10.1
Shutters having width below 3.5m.
77
Chapter 01 - EARTHWORK
SL. NO. 8.10.2
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Shutters having width 3.5m and above.
UNIT
MSR 2011
Rm
Rs. 649.20
each
Rs. 396.70
Rolling shutters operated by level gear box and crank handle exceeding 12.00 sqm upto 25.0 sqm in area (average say 18.5 sqm)
Sqm
Rs. 1,118.10
Rolling shutters operated by chain wheel and hand chain exceeding 25.00 sqm upto 35.0 sqm in area ( average say 30.0 sqm)
Sqm
Rs. 637.20
Sqm
Rs. 181.20
each
Rs. 34.90
8.11
Providing and fixing ball bearing for rolling shutters.
8.12
Extra for providing (gear operated, mechanical) type 8.12.1
8.12.2
8.13
8.14
Fixing standard steel doors, windows and ventilators in walls with 16x3.15 lugs 10 cm long embedded in cement concrete block 15x10x10 cm size of 1:3:6 (1 cement: 3 coarse sand: 6 stone aggrt. 20 mm nominal size) or with wooden plugs & screws or rawl plugs & screws or with fixing clips or with bolts & nuts as required with lugs (only steel doors/windows/ventilators) shall be supplied for fixing free of cost at site of work or cost of supply of one or more of these materials shall be paid under separate items.
Providing & fixing mild steel rings of 6 mm round bar & 40 mm internal dia for fastening ropes of chicks.
78
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 8.15 Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loop, all per standard design complete.
8.16
8.17
Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete.
Providing & fixing M.S. rivets of sizes in position.
8.19
Supplying of H.D. bolts with 40 mm X 6 mm F.B.'U' shape 106 cm long.
8.21
8.22
MSR 2011
each
Rs. 119.30
Q
Rs. 6,569.90
Q
Rs. 15,623.50
Q
Rs. 15,916.20
each
Rs. 231.90
each
Rs. 105.00
each
Rs. 137.90
each
Rs. 187.10
Providing & fixing M.S. bolts of sizes with nuts & washers complete.
8.18
8.20
UNIT
Supplying H.D. bolts 106 cm. long with 12 mm dia iron rod for fixing the post plate or wall plate i/c cost of nuts.
Supplying H.D. bolts 106 cm. long with 16 mm dia iron rod for fixing the plate i/c. cost of nuts. Supplying H.D. bolts 1.68 m long with 16 mm dia iron rod & 12 mm X 12 mm base plate for fixing post plate or wall plate i/c. cost of nuts.
79
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 8.23 Supplying door & window clamps with 40 mm X 6 mm F.B. 80 cm long i/c. bends. 8.24
8.25 8.26 8.27
UNIT
MSR 2011
each
Rs. 169.10
Supplying 40 mm X 3 mm X 275 mm F.B. twisted plate i/c cost of bolts & nuts.
each
Rs. 51.60
Providing & fixing 40 mm X 6 mm F.B. wind ties to G.I. Sheet roof with hook bolts.
Rm
Rs. 142.40
each
Rs. 82.90
Rm
Rs. 190.60
P/F 20 X 6 mm mild steel clamp 6 cm long securing chick tops. Extra over grated item 15 for P/F M.S. for clamp type 2 as per standard design in R.C.C. beam during laying towards the additional height of the
80
Chapter 01 - EARTHWORK
SH: SL. NO. 9.1
9.2
9.3
9.4
9.5
9.6
9.7
9.8
9.9
MANIPUR SCHEDULE OF RATES
FLOORING DESCRIPTION OF ITEMS
UNIT
MSR 2011
Sqm
Rs. 785.70
Sqm
Rs. 746.60
2nd class (local first class) brick on edge flooring in cement mortar 1:6 (1cement:6 coarse sand).
Sqm
Rs. 601.20
2nd class (local first class) flat brick flooring in cement mortar 1:4 (1cement: 4 fine sand)
Sqm
Rs. 526.90
Flat brick flooring with 2nd class (local first class) bricks in cement mortar 1:6 (1 cement: 6 coarse sand).
Sqm
Rs. 495.70
Sqm
Rs. 362.30
Sqm
Rs. 564.90
Sqm
Rs. 416.00
Sqm
Rs. 355.50
Brick flooring 2nd class (local first class) brick on edge in cement mortar 1:4 (1 cement:4 fine sand).
2nd class (local first class) brick on edge flooring in cement mortar 1:6 (1cement:6 coarse sand).
Dry flat brick flooring with 3rd class (local mixed class) bricks & filling joints with fine sand.
75 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement. 50 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
40 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
81
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 9.10 25 mm cement concrete flooring 1:2:4 (1 cement: 2 coarse sand:4 stone aggregate 20 mm & down gauge) finished with a floating coat of neat cement.
9.11
9.12
9.13
9.14
UNIT
MSR 2011
Sqm
Rs. 267.10
Cum
Rs. 7,757.80
Cum
Rs. 192.10
Sqm
Rs. 488.90
Sqm
Rs. 353.10
Cement concrete pavement (25 mm to 50 mm) thick width 1:2:4 (1 cement:2 coarse sand:4 stone aggregate 20mm & down gauge) finished with a floating coat of neat cement.
Extra for making chequers of approved pattern on cement concrete floors, storey, landings etc.
40 mm thick red oxide flooring under layer of 30 mm thick cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 12.5 mm nominal size) & top layer 10mm thick plaster of cement red oxide mix (using 3.5 Kg of red oxide of iron per 50 Kg of cement) 1:3(1 cement red oxide:3 coarse sand) finished with a floating coat of neat cement red oxide mix of same proportion.
20 mm thick cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1 cement:3 coarse sand ) finished with a floating coat of neat cement i/c. rounding of junctions with floors.
82
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 9.15 40 mm thick marble chips flooring rubbed & polished to granolithic finished under layer 28 mm thick cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 12.5mm nominal size) & top layer 12mm thick with white, black or white & black marble chips of sizes from 7mm to 10 mm nominal size laid in cement marble powder mix 3:1 (3 cement: 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix 3 marble chips) by volume.
9.16
UNIT
MSR 2011
9.15.1
Dark shade pigment with ordinary cement.
Sqm
Rs. 893.40
9.15.2
Light shade pigment with white cement.
Sqm
Rs. 982.40
9.15.3
Medium shade pigment with approximately 50 p.c. ordinary cement & 50 p.c. white cement.
Rs. 978.50 Rs. 910.00
Rs. 909.90
9.15.4
White cement without any pigment.
Sqm Sqm
9.15.5
Light shade pigment with ordinary cement.
Sqm
Extra for using multicoloured marble chips of size as required instead of ordinary marble chips in mosaic flooring & skirting. deleted
9.17
9.18
a) Extra for providing & fixing glass strips in joints of terrazo floors. ( 40 mm wide and 4 mm thick).
Rm
Rs. 37.40
Sqm
Rs. 0.00
Extra if chocolate grey or yellow marble chips are instead of white, black or white & black chips in top 12 mm Layer of marble chips flooring.
83
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 9.19 Extra if Baroda green marble is used instead of white black or white & black marble chips in top 12 mm layer of marble chips flooring.
9.20
UNIT
MSR 2011
Sqm
Rs. 0.00
40 mm thick marble chips rubbed & polished to granolithic finish under layer 34 mm thick cement concrete 1:2:4 (1Cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) & top layer 6 mm thick with white, black or white & black marble chips of sizes from 1 mm to 4 mm nominal size laid in cement marble powder mix 3:1 (3 Cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.
9.20.1
Dark shade pigment with ordinary cement.
Sqm
Rs. 799.70
9.20.2
Light shade pigment with white cement.
Sqm
Rs. 844.70
9.20.3
Medium shade pigment with approximately 50 p.c. ordinary cement & 50 p.c. white cement.
Rs. 826.30 Rs. 804.50 Rs. 808.00
9.20.4
White cement without any pigment.
Sqm Sqm
9.20.5
Light shade pigment with ordinary cement.
Sqm
84
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 9.21 40 mm thick marble chips rubbed & polished to granolithic finish under layer 31 mm thick cement concrete 1:2:4 (1Cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) & top layer 9 mm thick with white, black or white & black marble chips of sizes from 4 mm to 7 mm nominal size laid in cement marble powder mix 3:1 (3 Cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume.
9.23
9.24
MSR 2011
9.21.1
Dark shade pigment with ordinary cement.
Sqm
Rs. 855.60
9.21.2
Light shade pigment with white cement.
Sqm
Rs. 919.80
9.21.3
Medium shade pigment with approximately 50 p.c. ordinary cement & 50 p.c. white cement.
Sqm Sqm Sqm
Rs. 893.60 Rs. 855.70 Rs. 867.50
Sqm
Rs. 0.00
Sqm
Rs. 0.00
Sqm
Rs. 136.80
9.21.4 9.21.5 9.22
UNIT
White cement without any pigment. Light shade pigment with ordinary cement.
Extra if chocolate grey or yellow marble chips are used instead of white, black or white & black marble chips in top 6 mm layer of 40 mm thick marble chips flooring.
Extra if Baroda green marble chips are used instead of white black or white & black marble chips in top 6 mm layer of 40 mm thick marble chips flooring. Extra if red, buff (yellow) chocolate or orange colour is added to grey or white cement in top 6 mm layer for marble.
85
Chapter 01 - EARTHWORK
SL. NO.
9.25
9.26
9.27
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Extra if black colour is added to the grey or white cement in top 6 mm layer for marble chips flooring.
Sqm
Rs. 65.00
Extra if green or blue colour is added to grey or white cement on top 6 mm layer for marble chips flooring.
Sqm
Rs. 82.10
Sqm
Rs. 779.90
Sqm
Rs. 823.70 Rs. 805.30 Rs. 757.80 Rs. 867.00
Marble chips skirting (upto 30 cm. height) rubbed of polished to granolithic finish, to layer 6 mm thick with white, black or white & black marble chips of sizes from smallest to 4 mm nominal size laid in cement marble powder mix 3:1 (3 Cement: 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume. 9.27.1 9.27.1.1 9.27.1.2 9.27.1.3
18 mm thick with under layer 12 mm thick cement plaster 1:3 (1 cement:3 coarse sand). Dark shade pigment with ordinary cement. Light shade pigment with white cement. Medium shade pigment with approximately 50 p.c. ordinary cement & 50 p.c. white cement.
9.27.1.4
White cement without any pigment.
Sqm Sqm
9.27.1.5
Light shade pigment with ordinary cement.
Sqm
86
Chapter 01 - EARTHWORK
SL. NO.
9.28
9.29
9.30 9.31
9.32
9.33
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 21mm thick with under layer 15mm thick cement plaster 1:3 (1cement:3Coarse sand).
UNIT
MSR 2011
9.27.2 9.27.2.1
Dark shade pigment with ordinary cement.
Sqm
Rs. 664.40
9.27.2.2
Light shade pigment with white cement.
Sqm
Rs. 708.20
9.27.2.3
Medium shade pigment with approximately 50 p.c. ordinary cement & 50 p.c. white cement. Rs. 691.00 Rs. 807.00
9.27.2.4
White cement without any pigment.
Sqm Sqm
9.27.2.5
Light shade pigment with ordinary cement.
Sqm
Rs. 672.70
Sqm
Rs. 0.00
Sqm Sqm
Rs. 0.00 Rs. 17.40
Sqm
Rs. 17.40
Sqm
Rs. 26.10
Sqm
Rs. 37.50
Extra if chocolate, grey or yellow colour marble chips are used instead of white, black or white & black marble chips in top 6 mm layer skirting.
Extra if Baroda green marble chips are used instead of white black or white & black chips in top 6 mm layer of marble chips skirting.
Extra for 41 mm thick marble chips skirting or dado exceeding 30 cm. in Extra for Terrazo (marble chips) flooring laid as floor borders margins & similar bands exceeding 7.5 cm. but exceeding 30 cm in width.
Extra for laying Terrazo flooring on stair case tread not exceeding 30cm in width including the cost of forming nosing etc.
Extra for laying Terrazo in narrow band not exceeding 7.5cm in width.
87
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL. NO. DESCRIPTION OF ITEMS 9.34 White vitrified glazed tiles 10 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement.
9.35
9.36
9.37 9.38
9.39 9.40
UNIT
MSR 2011
Sqm
Rs. 1,273.30
Sqm
Rs. 1,237.10
Sqm
Rs. 1,305.10
Extra for laying white glazed tiles in treads in treads of steps not exceeding 30 cm in width.
Sqm
Rs. 98.90
Extra for laying white glazed tiles skirting, risers of steps & dado where they are required to be cut (only area of portion of cut tiles to be measured).
Sqm
Rs. 1,153.70
Sqm
-Rs. 44.00
Sqm Sqm Sqm
Rs. 1,113.70 Rs. 1,020.90 Rs. 992.30
Sqm Sqm
Rs. 2,686.30 Rs. 2,686.30
White ceramic glazed tiles 7.3 mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement:3 coarse sand) finished with flush pointing in white cement.
White glazed tiles 10 mm thick in skirting risers of steps & dado on 10 mm thick cement plaster 1:3 (1 cement:3 coarse sand) & jointed with white cement slurry.
Extra if coloured tiles are used in place of white glazed tiles. 25 mm wooden planking tongued & grooved in flooring i/c fixing with iron screws 9.40.1 complete. 1st class Uningthou wood. 9.40.2 9.40.3
9.41
1st class Leihao/Tolhao wood. 1st class Tairen/Uchan/Usoi.
Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1 : 6 (1 cement: 6 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with 9.41.1
White Marble slab 20 mm thick
9.41.1.1 9.41.1.2
60 x 90 cm 60 x 60 cm
88
Chapter 01 - EARTHWORK
SL. NO. 9.41.1.3 9.41.1.4
DESCRIPTION OF ITEMS 30 x 45 cm 30 x 30 cm
9.41.2 9.41.2.1 9.41.2.2 9.41.2.3 9.41.2.4
Black / Green 60 x 120 cm 60 x 90 cm 60 x 60 cm 30 x 60 cm
9.41.2.5 9.41.2.6
9.42
MANIPUR SCHEDULE OF RATES
30 x 45 cm 30 x 30 cm
UNIT Sqm
MSR 2011 Rs. 2,537.00
Sqm Sqm Sqm
Rs. 3,503.40 Rs. 3,503.40 Rs. 2,971.20
Sqm Sqm Sqm
Rs. 3,058.20 Rs. 2,686.30 Rs. 2,686.30
Sqm Sqm Sqm
Rs. 5,289.80 Rs. 5,140.50 Rs. 5,437.70
Sqm Sqm Sqm Sqm
Rs. 5,587.00 Rs. 5,587.00 Rs. 5,140.50 Rs. 5,140.50
Granite stone slab flooring over 20 mm ( average ) thick base of cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete with 9.42.1
Granite slab 12.5 mm slab thick
9.42.1.1 9.42.1.2 9.42.1.3
Black Onix ( 30 x 60 cm ) Black Onix ( 30 x 30 cm ) Red Onix ( 30 x 60 cm )
9.42.2
Granite slab 20 mm slab thick
9.42.2.1 9.42.2.2 9.42.2.3 9.42.2.4
Jade Black ( 60 x 120 cm ) Jade Black ( 60 x 90 cm ) Jade Black ( 30 x 60 cm ) Jade Black ( 30 x 30 cm )
89
Chapter 01 - EARTHWORK
SL. NO.
9.43
9.44
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
Sqm
Rs. 13.70
Sqm
Rs. 2,635.50
Sqm
Rs. 210.40
Sqm Sqm
Rs. 2,201.80 Rs. 2,182.20
Sqm
Rs. 2,258.30
Sqm
Rs. 1,551.60
20 mm thick marble tiles in risers of steps , skirting , dado walls and pillars laid on 10 mm thick base of cement mortar 1 : 3 ( 1 cement: 3 coarse sand ) laid and jointed with grey cement slurry including rubbing and polishing complete White
9.45
Extra for nosing in marble stone for treads
9.46
Kota stone slab flooring over 20 mm ( average ) thick base of cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete 9.46.1 9.46.2
25 mm thick 30 mm thick
Kota stone slab flooring over 25 mm thick in risers of steps, skirting, dado and pillars laid on 10 mm thick cement mortar 1 : 3 ( 1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete
9.47.1 9.48
MSR 2011
Extra if white cement slurry is used instead of grey cement ( in joints of marble stone slab flooring or tiles )
9.44.1
9.47
UNIT
25 mm thick
Pre-cast terrazo tiles of 20mm thick of marble chips of sizes upto 6 mm Light shades using white cement 9.48.1
90
Chapter 01 - EARTHWORK
SL. NO. 9.48.2 9.48.3
9.49
9.49.3
9.51
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Medium shades using approximately 50 % white cement and 50 % ordinary cement Dark shades using ordinary cement
Sqm
Rs. 1,488.90
Sqm
Rs. 1,361.50
Sqm
Rs. 1,116.50
Sqm Sqm
Rs. 1,098.50 Rs. 988.30
Pre-cast terrazo tiles 20mm thick with marble chips of sizes upto 6 mm fixed on walls on 10 mm thick cement plaster 1 : 3 ( 1 cement: 3 coarse sand ) jointed with neat cement slurry including rubbing & polishing complete with tiles of
9.49.1 9.49.2
9.50
MANIPUR SCHEDULE OF RATES
Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the tota l worked out on that basis does not exceed the rate for the initial lead of 1 km. shades using white cement Light Medium shades using approximately 50 % white cement and 50 % ordinary cement Dark shades using ordinary cement
Extra if cut tiles other than half tiles have to be used in risers of steps, skirting & dado.
Rs. 96.00
Pre-cast terrazo tiles of 20 mm minimum thickness in cement with marble chips of size & colour as required laid on average 25mm thick bed of cement mortar 1:2 (1 cement:2 coarse sand)with neat cement slurry mixed with pigments to match the shade of the tiles between joints and over the base for floor treads of steps & landings i/c rubbing & polishing complete.
9.51.1
Light shades using white cement
Sqm
91
Rs. 1,585.60
Chapter 01 - EARTHWORK
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 9.51.2
Medium shades using approximately 50 % white cement and 50 % ordinary cement
9.51.3
Dark shades using ordinary cement
92
UNIT
MSR 2011
Sqm Sqm
Rs. 1,560.20 Rs. 1,530.40
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SH:
ROOFING & CEILING
SL.NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
SLOPE ROOFS : C.G.I. Sheet 10.1
10.2
10.3
10.4
10.5
10.6
Corrugated G.I. sheet 24 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete, excluding the coat of purlins rafter & trusses.
Sqm
Rs. 866.10
Sqm
Rs. 1,013.30
Sqm
Rs. 526.40
Sqm
Rs. 133.30
Rm
Rs. 624.10
Rm
Rs. 68.60
Rm
Rs. 152.80
Corrugated aluminium roofing sheet 0.65 x 800 mm fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete, excluding the coat of purlins rafter & trusses.
Corrugated Asbestos sheet 6mm thick fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete, excluding the coat of purlins rafter & trusses.
Fixing corrugated G.I. sheet roofing 22 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washers complete excluding the cost of purlins rafters & trusses. (Labour charge only) Ridges or hips 610 mm over all in plain G.I. sheet 24 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. Limpet & bitumen washers complete. 10.6.1
Fixing Ridges or hips 600 mm over all in plain G.I. sheet 22 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. Limpet & bitumen washers complete. (labour charge only)
10.6.2
Fixing Ridges & valleys 450 mm over all in plain G.I. sheet 22 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. Limpet & bitumen washers complete. (labour charge only)
93
Chapter 01 - EARTHWORK
SL.NO.
10.7
10.8
10.9
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Valleys 900 mm over all in plain G.I. sheet 24 B.G. fixed with galvanised iron J or L 8 mm dia G.I. limpet & bitumen washer complete.
G.I. sheet gutters 24 B.G. semi-circular 150 mm width 450 mm over all 1/c fixed with clamps & making connection with rain water pipes complete.
Rm
Rs. 1,861.70
Rm
Rs. 532.50
Rm
Rs. 175.30
Rm
Rs. 32.40
each
Rs. 165.30
G.I. sheet gutters 22 B.G. semi-circular 150 mm width 450 mm over all i/c fixing with clamps & making connection with rain water pipes complete. 10.9.1
Asbestos cement sheet roofing. (Labour charge only)
FLAT ROOFING:
10.10
10.11
Extra for cement pointing on top with cement mortar 1:3 (1 cement: 3 fine sand). Making khurras 450 mm X 450 mm with 50 mm thick cement concrete 1:3:6 (1 cement:3 coarse sand:6 hard ballast 19 mm & down gauge) finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) with a coat of neat cement rounding the edges & making good & finishing the outlet complete.
94
Chapter 01 - EARTHWORK
SL.NO. 10.12
10.13
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Painting top of roof residual Petroleum bitumen of penetration 80/100 of approved quality at 15.88 kg per 9.29 sqm impregnated with a coat of coarse sand 0.06 cum per 9.29 sqm i/c cleaning the slab surface with brushes & finally with a piece of cloth lightly soaked in Kerosene oil complete. Sqm
Rs. 131.50
Sqm
Rs. 133.30
Sqm
Rs. 318.00
Sqm
Rs. 481.00
Painting top of roof hot cut back bitumen of approved quality at 15.88 sqm impregnated with a coat of coarse sand at 0.06 cum per 9.29 sqm i/c cleaning the slab surface with brushes & finally with a piece of cloth lightly soaked in Kerosene oil complete.
WATER PROOFING 10.14
10.15
Providing & laying four course water proofing treatment with bitumen felt over roofs consisting of first & third courses of blown or/and residual bitumen applied hot 13.61 kg per 9.29 sqm of area for each course second course of roofing felt type 3 grade 1 (Hessian base self finished bitumen felt) & fourth & final course of stone grit 6 mm & down size or pea size gravel spread at 0.06 cum per cum per 9.29 sqm i/c preparation of the surface etc complete.
Providing & laying six course water proofing treatment with bitumen felt over roofs consisting of first, third & fifth course of blown or/and residual bitumen applied hot at 13.61kg 11.34 kg & 13.61kg per 9.29 sqm of area respectively second & fourth courses of roofing felt type3 grade1 Hessian base self finished bitumen felt & sixth & final course of stone grit
95
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 10.16 Providing & laying six course water proofing treatment with bitumen felt over roofs consisting of first, third & fifth courses of blown or/and residual bitumen applied hot at 13.61 Kg & 15.88 Kg per 9.29 sqm. of area respectively, second & fourth courses of roofing felt type 3 grade 1 Hessian base self finished bitumen felt & sixth & final course of stone grit 6 mm & down size gravel spread at 0.06 cum per 9.29 sqm i/c preparation of the surface etc. complete.
UNIT
MSR 2011
Sqm Sqm
Rs. 518.00 Rs. 518.10
Sqm
Rs. 49.20
Sqm
Rs. 75.90
Sqm Sqm
Rs. 4.90 Rs. 6.00
Sqm
Rs. 109.60
10.17
10.18
10.19
10.20
Supplying & applying bituminous solution primer on roof & or wall surface at 3.64 litres per 9.29 sqm. Supplying & laying underlay bitumen saturated felt type1.
Deduct for omitting in water proofing treatment final course of spreading store grit 6 mm & down size or pea size gravel. 10.20.1 10.20.2
10.21
at 0.06 cum per 9.29 sqm. at 0.64 cum per 9.29 sqm.
Corrugated G.I. sheets roofing 22,24 or 26 B.G. fixed galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete excluding the cost of purlins rafters & trusses & G.I. sheets etc. complete.
96
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 10.22 Providing & fixing corrugated transluscent acrylic aluminium sheet roofing 22.24 or 26 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete excluding cost of purlins, rafter & trusses & aluminium sheet etc. complete.
10.23
10.24
10.25
UNIT
MSR 2011
Sqm
Rs. 531.40
Rm
Rs. 64.10
Rm
Rs. 61.90
Rm
Rs. 64.10
per pipe
Rs. 316.10
each
Rs. 82.80
Ridge or hips 600 mm over all in plain G.I. sheets 22 to 26 B.G. fixed galvanised iron J or L hooks 8 mm dia G.I. Limpet & bitumen washer complete excluding the cost of G.I. sheet.
Ridge or hips 450 mm overall in plain G.I. sheet 22 to 26 B.G. fixed with galvanised iron J or L hooks 8 mm dia G.I. limpet & bitumen washer complete excluding the cost of G.I. sheet.
Valley 900 mm overall in plain G.I. aluminium sheet 16 to 26 G.B. fixed with galvanised iron J or L hooks 8mm dia. G.I. limpet and bitumen washers complete excluding cost of G.I. sheet.
RAIN WATER PIPES 10.26
Providing & fixing 600 mm long 100 mm dia stone ware pipe in cement mortar 1:4 (1 cement:4 fine sand).
Cost 10.27
Providing & fixing 600 mm long 100 mm dia cement pipe in cement mortar 1:4 (1 cement: 4 fine sand).
97
Chapter 01 - EARTHWORK
SL.NO. 10.28
DESCRIPTION OF ITEMS
10.28.3
80 mm diameter. 100 mm diameter. 150 mm diameter.
Rm
Rs. 206.20
Rm Rm
Rs. 262.60 Rs. 499.50
80 mm diameter. 100 mm diameter. 150 mm diameter
each each
Rs. 136.90 Rs. 129.60
each
Rs. 153.70
each each each
Rs. 63.50 Rs. 97.00 Rs. 178.50
each each
Rs. 66.40 Rs. 85.20
Providing & fixing on walls face G.I. head for rain water pipe i/c filling the joints spun yarn soaked in neat cement slurry & cement mortar 1:2(1 cement:2 fine sand). 10.30.1 10.30.2 10.30.3
10.31
MSR 2011
Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm X 112.5 mm of 1:2:4 mix (1 cement:2 coarse sand:4 hard stone ballast 20 mm & down gauge). 10.29.1 10.29.2 10.29.3
10.30
UNIT
Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). 10.28.1 10.28.2
10.29
MANIPUR SCHEDULE OF RATES
75 mm diameter 100 mm diameter 150 mm diameter
Providing & fixing on wall face G.I. sheet for rain water pipe i/c filling the joints spun yarn soaked in neat cement slurry & cement mortar 1:2 (1 cement:2 fine sand). 10.31.1 10.31.2
75 mm dia. 100 mm diameter.
98
Chapter 01 - EARTHWORK
SL.NO. 10.31.3 10.32
10.33
UNIT each
MSR 2011 Rs. 179.20
each each
Rs. 56.40 Rs. 69.00
each
Rs. 179.20
each each each each each each
Rs. 69.00 Rs. 103.20 Rs. 228.00 Rs. 90.60 Rs. 118.20 Rs. 333.40
Rm Rm
Rs. 129.00 Rs. 138.80
each each
Rs. 51.90 Rs. 53.30
Providing & fixing on wall face G.I. offset for rain water pipe i/c fitting the joints spun yarn soaked in neat cement slurry & cement mortar 1:2(1 cement:2 fine sand).
56 mm projection 75 mm dia. 56 mm projection 100 mm dia. 56 mm projection 150 mm dia. 150 mm projection 75 mm dia. 150 mm projection 100 mm dia. 150 mm projection 150 mm dia.
Providing & fixing on wall face asbestos cement rain water pipe i/c jointing with spun yarn soaked in bitumen & cement mortar 1:2 (1 cement:2 coarse sand) etc. complete. 10.34.1 10.34.2
10.35
DESCRIPTION OF ITEMS 150 mm diameter.
Providing fixing wall face G.I. band for rain water pipe i/c fitting the 10.32.1 & 75 mmondia. 10.32.2 100 mm dia. 10.32.3 150 mm dia.
10.33.1 10.33.2 10.33.3 10.33.4 10.33.5 10.33.6
10.34
MANIPUR SCHEDULE OF RATES
80 mm diameter. 100 mm diameter
Providing and fixing standard holder bat clamps comprising of two semicircular halves of flat iron and cast iron base screwed on wooden plugs. 10.35.1
75 mm dia.
10.35.2
100 mm dia.
99
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 10.36 Providing and fixing on wall face asbestos cement shoe for rain water pipe including joining with spun yarn soaked in bitumen and cement mortar 1:2 (1 cement : 2 coarse sand) etc. complete 10.36.1 10.36.2
10.37
each each
Rs. 56.50 Rs. 63.60
75 mm dia. 100 mm dia.
each each
Rs. 49.40 Rs. 56.50
each each each each
Rs. 94.60 Rs. 103.10 Rs. 107.30 Rs. 91.80
each
Rs. 49.40
each
Rs. 56.50
Providing and fixing on wall face asbestos cement offset for rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1:2 (1 cement : 2 fine sand) 10.38.1 10.38.2 10.38.3 10.38.4
10.39
MSR 2011
Providing and fixing asbestos cement plain head for rain water pipe i/c joining with spun yarn soaked in bitumen and cement mortar 1:2 (1 cement : 2 coarse sand) etc. complete. 10.37.1 10.37.2
10.38
75 mm dia. 100 mm dia.
UNIT
56 mm projection 75 mm dia. 56 mm projection 100 mm dia. 150 mm projection 100 mm dia. 150 mm projection 75 mm dia.
Providing and fixing asbestos cement head for rain water pipe including joining with spun yarn soaked in bitumen and cement mortar 1:2 (1 cement :2 coarse sand) 10.39.1 10.39.2
75 mm dia. 100 mm dia.
100
Chapter 01 - EARTHWORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
CEILINGS 10.40
10.41
10.42
10.43
10.44
10.45
First class Uningthou wood plank ceiling with 20 mm thick planks & Uningthou wood beading 62 mm X 12 mm (Frame work for base to be paid separately).
Sqm
Rs. 784.90
First class Tolhao wood plank ceiling with 20 mm thick planks & Tolhao wood beading 62 mm X 12 mm (Frame work for base to be paid separately).
Sqm
Rs. 600.70
Sqm
Rs. 1,540.50
Providing & fixing 3 mm thick Assamite hard board sheet ceiling with beading 62 mm X 12 mm of Uchan wood complete (frame work to be paid separately).
Sqm
Rs. 428.30
Providing & fixing 3 mm thick Commercial Ply sheet ceiling with beading 62 mm X 12 mm of Uchan wood complete (frame work to be paid separately).
Sqm
Rs. 448.60
Sqm
Rs. 773.60
Providing & fixing 12 mm thick insulating board (of approved make) ceiling with wooden beading 62 mm X 12 mm of Uningthou wood (Frame work for base to be paid separately)
Providing & fixing 3 mm thick Teak Ply sheet ceiling with beading 62 mm X 12 mm of Uchan wood complete (frame work to be paid separately).
101
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 10.46 Providing & fixing 1st class bamboo Chattai (special) with wooden beading size 40mm X 12mm of best quality Tolhao wood complete (frame work for base to be paid separately).
10.47
10.48
10.49
10.50
10.51 10.52
UNIT
MSR 2011
Sqm
Rs. 297.80
Sqm
Rs. 259.90
Sqm
Rs. 244.20
Sqm
Rs. 160.70
Sqm Sqm
Rs. 180.40 Rs. 496.60
Sqm
Rs. 1,133.30
Providing & fixing 2nd class bamboo Chattai (special) with wooden beading size 40mm X 12mm of best quality Tolhao wood complete (frame work for base to be paid separately).
Providing & fixing 3rd class bamboo Chattai (special) with wooden beading size 40mm X 12mm of best quality Tolhao wood complete (frame work for base to be paid separately).
Providing & fixing 3 mm Assamite hard board ceiling with screws & washers etc. complete (frame work to be paid separately).
Providing & fixing 3 mm thick Commercial Ply ceiling with screws & washers etc. complete (frame work to be paid separately).
Providing & fixing 3 mm thick Teak Ply ceiling with screws & washers Providing & fixing 12 mm thick fiber insulating board lining with butt, jointing & nails complete (frame work & cover files to be measured & paid separately).
102
Chapter 01 - EARTHWORK
SL.NO.
10.53
10.54
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
Providing & fixing 18 mm fiber insulating board lining with butt jointing & nails complete (frame work & cover fillets to be measured & paid separately).
10.56
Sqm
Rs. 1,474.10
Sqm
Rs. 2,559.80
Sqm
Rs. 1,100.80
Sqm
Rs. 1,474.80
This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the tota l worked out on that basis does not exceed the rate for the initial lead of Providing & fixing 25 mm fiber insulating1 km. board lining with butt jointing &
nails complete (frame work & cover fillets to be measured & paid separately). 10.55
MSR 2011
P/F flame retardant treated fiber insulation board 12 mm thick complete (treated on exposed face only) lining with butt jointing & nails (frame work & cover fillets to be measured & paid separately).
P/F flame retardant treated timber insulation board 18 mm thick complete (treated on exposed face only) lining with butt jointing & nails (frame work & cover fillets to be measured & paid separately).
EXTRA ITEMS SUB HEAD : THATCH ROOFING
103
Chapter 01 - EARTHWORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 10.57 Providing thatch roofing 15 cm thick in two layers each 75mm thick with Tumnou , half split bamboo fillet & tying strings complete.
10.58
10.59
UNIT
MSR 2011
Sqm
Rs. 329.10
Sqm
Rs. 203.70
Pre painted Galvalume Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm
Sqm
Rs. 804.20
10.59.2 Pre painted Galvanized Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm
Sqm
Rs. 791.50
Sqm
Rs. 458.10
Providing and laying split bamboo (Saneibi 1st class) Jaffree 150 mm mesh including tying to the purlins and rafters or post and batten with paya complete
PROFILE SHEET ROOFING (DYNA) Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses. 10.59.1
10.60 Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses. 10.6.1 10.6.2
Pre painted Galvalume Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm Pre painted Galvanized Iron Sheet (PPGL)
104
Chapter 01 - EARTHWORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
i) Profile sheet 0.50 mm/4.2 kgs/sqm
Sqm
Rs. 444.60
Kg
Rs. 129.00
Kg
Rs. 316.20
TUBULAR TRUSSES/STEEL WINDOWS/ALUMINIUM WINDOWS 10.61 Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS:2074-1979) welded and bolted including special shape washer etc. complete. 10.61.1 Electric resistant welded tube (Conforming to IS:1611-1979) 10.62 Providing and fixing aluminium works for doors windows, Ventilators and partions woth extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fiixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up gaps at junctions, at top, bottom and side with required EPDM rubber/Neoprene gasket etc. Aluminium snap beading for glazing /panelling, C.P. brass/ Stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately): For shutters of doors, windows & ventilators including, providing and fixing hinges/ pivots and making provision for fixing of fitting wherever required including the cost of EPDM rubber/neoprene gasket required (Fittings shall be paid for separately). 10.62.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15)
105
Chapter 01 - EARTHWORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
10.63 Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade 1 Type II in panelling fixed in aluminium doors, windows shutters and partition frames with C.P brass/stainless steel screws etc. complete as par architectural drawing and directions of engineer-incharge. 10.63.1 Pre-laminated particle board with decorative lamination on one side and blacing lamination on other side 10.63.2 Pre-laminated particle board with decorative lamination on both 10.64 Poviding and fixing glazing in aluminium door, windows, ventilator shutters and partitions etc. with EPDM rudder/neoprene gasket etc. complete as per the architectural drawing and the directions of engineer-incharge.(Cost of aluminium snap beading shall be paid in basic item): 10.64.1 With float glass panes of 4 mm thickness
10.62 Steel glazed windows and ventilators of standard rolled steel section joints mitred and welded with 15 x 3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15 x 10 x 10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of 4 mm thick glass panes with glazing clips complete including applying a priming coat of approved steel primer excluding cost of metal beadings and other fittings except necessary hinges or pivots as required.
106
MSR 2011
Sqm
Rs. 803.00
Sqm
Rs. 839.50
Sqm
Rs. 579.80
Chapter 01 - EARTHWORK
SL.NO.
10.62.1 10.62.2 10.62.3
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Ready made steel windows (fixed) Ready made steel windows (side hung) Ready made steel ventilators (top hung)
Sqm Sqm Sqm
Rs. 2,229.50 Rs. 2,352.40 Rs. 2,352.40
Sqm Sqm Sqm
Rs. 3,168.70 Rs. 3,942.80 Rs. 3,942.80
10.63 Aluminium glazed windows and ventilators of standard aluminium extrusion section joints mitred and riveted/screwed with 15x3 mm lugs 10 cm long with steel plugs embedded in cement concrete block 15x10x10 cm of 1:3:6 (1 cement:3 coarse sand:6 stone aggregate 20 mm nominal size) or wooden plugs and screws of rawl plugs and screws or with fixing clips with bolts and nuts as required including providing and fixing of glass panes 4 mm thick, projecting hinge, handles, peg stays, bolting devices, locking arrangements, spring catch & aluminium clip beading etc as required complete. 10.63.1 10.63.2 10.63.3
Ready made aluminium windows (fixed) Ready made aluminium windows (side hung) Ready made aluminium ventilators (top hung)
107
Chapter 01 - EARTHWORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
108
MSR 2011
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
SH: SL. NO.
FINISHING DESCRIPTION OF ITEMS
UNIT
MSR 2011
(A) CEMENT PLASTER IN FINE SAND 11.1
12 mm cement plaster 1:3 (1 cement: 3 fine sand)
Sqm
Rs. 214.70
11.2
12 mm cement plaster 1:4 (1 cement: 4 fine sand)
Sqm
Rs. 165.00
11.3
12 mm cement plaster 1:5 (1 cement: 5 fine sand)
Sqm
Rs. 152.40
11.4
12 mm cement plaster 1:6 (1 cement: 6 fine sand)
Sqm
Rs. 143.20
11.5
15 mm cement plaster 1:3 (1 cement: 3 fine sand)
Sqm
Rs. 217.40
11.6
15 mm cement plaster 1:4 (1 cement: 4 fine sand)
Sqm
Rs. 200.70
11.7
15 mm cement plaster 1:5 (1 cement: 5 fine sand)
Sqm
Rs. 174.90
11.8
15 mm cement plaster 1:6 (1 cement: 6 fine sand)
Sqm
Rs. 163.70
11.9
20 mm cement plaster 1:3 (1 cement: 3 fine sand)
Sqm
Rs. 244.70
11.1
20 mm cement plaster 1:4 (1 cement: 4 fine sand)
Sqm
Rs. 212.70
11.11
20 mm cement plaster 1:5 (1 cement: 5 fine sand)
Sqm
Rs. 194.60
11.12
20 mm cement plaster 1:6 (1 cement: 6 fine sand)
Sqm
Rs. 181.50
11.13
6 mm cement plaster to ceiling 1:3 (1 cement: 3 fine sand)
Sqm
Rs. 117.80
6 mm cement plaster to ceiling 1:4 (1 cement: 4 fine sand)
Sqm
Rs. 115.50
Neat cement punning
Sqm
Rs. 44.60
11.14
11.15
(B) CEMENT PLASTER IN COARSE SAND 11.16
12 mm cement plaster 1:3 (1 cement: 3 coarse sand).
Sqm
Rs. 189.10
11.17
12 mm cement plaster 1:4 (1 cement: 4 coarse sand).
Sqm
Rs. 166.70
11.18
12 mm cement plaster 1:5 (1 cement: 5 coarse sand).
Sqm
Rs. 154.10
11.19
12 mm cement plaster 1:6 (1 cement: 6 coarse sand).
Sqm
Rs. 144.90
11.2
12 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
Sqm
Rs. 233.80
11.21
15 mm cement plaster 1:3 (1 cement: 3 coarse sand).
Sqm
Rs. 219.50
11.22
15 mm cement plaster 1:4 (1 cement: 4 coarse sand).
Sqm
Rs. 192.30
71
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 11.23 15 mm cement plaster 1:5 (1 cement: 5 coarse sand).
UNIT Sqm
MSR 2011 Rs. 181.30
11.24
15 mm cement plaster 1:6 (1 cement: 6 coarse sand).
Sqm
Rs. 165.80
11.25
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
Sqm
Rs. 264.20
11.26
20 mm cement plaster 1:3 (1 cement: 3 coarse sand).
Sqm
Rs. 247.20
11.27
20 mm cement plaster 1:4 (1 cement: 4 coarse sand).
Sqm
Rs. 215.20
11.28
20 mm cement plaster 1:5 (1 cement: 5 coarse sand).
Sqm
Rs. 197.10
11.29
20 mm cement plaster 1:6 (1 cement: 6 coarse sand).
Sqm
Rs. 184.00
11.30
20 mm cement plaster (in two coats) under layer 12 mm cement plaster 1:5 (1 cement:5 coarse sand) finished with 8 mm cement plaster 1:6 (1 cement:6 fine sand).
Sqm
Rs. 236.60
20 mm marble chips finish on walls, pillars & steps etc. rubbed & polished to granolithic finish under layer 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) & top layer 8 mm thick white, black marble sixes required & laid in cement 1:2 (1 cement: 2 marble
Sqm
Rs. 812.80
Extra if chocolate grey or yellow marble chips are used instead of white, black or white black or white & black marble chips in top 8 mm layer or white & black marble chips in top 8 mm layer.
Sqm
Extra if Baroda green marble chips are used instead of ordinary cement of marble chips, finished on wall etc.
Sqm
Extra if white cement in top 8 mm layer is used instead of ordinary cement of marble chips, finished on wall etc.
Sqm
Extra for providing & mixing approved water proofing materials in cement mortar for plastering or concrete work in the proportion recommended by the manufacturer.
50 Kg
Rs. 55.70
12 mm to 20 mm thick cement mortar band with cement mortar 1:4 (1 cement: 4 fine sand). Cm/m
Rs. 23.40
12 mm to 40 mm thick cement mortar moulding with cement mortar 1:4 (1 cement: 4 fine sand). Cm/m
Rs. 40.40
SL. NO.
(C) SUPERIOR PLASTER 11.31
11.32
11.33
11.34
11.35
11.36
11.37
72
Chapter 11 - FINISHING
SL. NO. 11.38
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
Providing moldings & architraves in two coats of plaster consisting of primary coat 12 mm to 20 mm thick with cement mortar 1:5 (1 cement: 5 coarse sand) & finishing coat 6 mm thick with cement mortar 1:4 (1 cement: 4 fine sand). length
MSR 2011
Rs. 53.30
(D) POINTING 11.39
Flushed or ruled pointing on brick work with cement mortar 1:3 (1 cement: 3 fine sand).
Sqm
Rs. 94.50
Cut or weather struck pointing on brick work with cement mortar 1:3 (1 cement: 3 fine sand).
Sqm
Rs. 122.00
Raised & cut pointing on brick work come mortar 1:3 (1 cement: 3 fine sand).
Sqm
Rs. 164.70
Flush or ruled pointing on stone work cement mortar 1:3 (1 cement: 3 fine sand).
Sqm
Rs. 84.50
Raised & cut pointing on stone work in white mortar 1:3 (1 white cement: 3 marble dust).
Sqm
Rs. 212.00
Pointing on flat brick work flooring with cement mortar 1:3 (1 cement: 3 fine sand). 11.44.1 (i) Flush pointing. 11.44.2 (ii) Ruled pointing.
Sqm Sqm
Rs. 66.60 Rs. 70.10
Flush pointing on flat brick flooring with cement mortar 1:4 (1 cement: 4 fine sand).
Sqm
Rs. 63.60
White washing with lime on new work (three or more coats) to give an even shade.
Sqm
Rs. 19.90
White washing with lime on old work to give an even shade.
Sqm
Rs. 10.70
11.48
Satna lime washing on walls one coat.
Sqm
Rs. 7.50
11.49
White washing with whiting on new work (three or more coats) to give an even shade.
Sqm
Rs. 19.90
White washing with whiting on old work (two or more coats) to give an even shade.
Sqm
Rs. 11.70
11.4
11.41
11.42
11.43
11.44
11.45
(E) WHITE WASHING 11.46
11.47
11.50
73
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
SL. NO.
DESCRIPTION OF ITEMS (F) COLOUR WASHING
11.51
Colour washing such as green blue or buff on new work (two or more coats) i/c base coats of white washing with lime to give an even shade.
Sqm
Rs. 20.60
Colour washing such as green blue or buff with lime on old work (two more coats) to give an even shade.
Sqm
Rs. 11.20
Colour washing such as green blue or buff with lime on old work (one coat).
Sqm
Rs. 7.00
Colour washing such as green, blue or buff on new work (two or more coats) i/c base coat of white washing with whiting to given an even shade.
Sqm
Rs. 20.60
Colour washing such as green, blue or buff on old work (two more coats) of required shade on new work i/c priming coat of whiting to give an even shade.
Sqm
Rs. 12.20
Distempering with dry distemper of approved quality (two or more coats) of required shade on new work i/c priming coat of whiting to give an even shade.
Sqm
Rs. 61.80
Distempering with dry distemper of approved quality (one or more coats) to give an even shade on old work.
Sqm
Rs. 28.70
Distempering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to hive an even shade.
Sqm
Rs. 80.80
Distempering with oil bound washable distemper of approved quality (one or more coats) to give an even shade on old work.
Sqm
Rs. 29.90
Finishing walls weather shield paint of approved quality on new work(three or more coats) to give even shade.
Sqm
Rs. 224.00
Sqm
Rs. 32.00
11.52
11.53
11.54
11.55
UNIT
MSR 2011
(G) DISTEMPER 11.56
11.57
11.58
11.59
11.60
(H) PAINTING CEMENT PAINTING:- ORDINARY 11.61
Applying one coat of cement primer of approved quality on wall surface. CEMENT PAINTING:- WITH WATER PROOF CEMENT PAINT
74
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 11.62 Finishing walls with water-proofing cement paint of approved quality on new work (three or more coats) to given shade. SL. NO.
11.63
11.64
UNIT
MSR 2011
Sqm
Rs. 63.70
Finishing walls with water-proofing cement paint of approved quality on new works (two or more coats) to given an even shade.
Sqm
Rs. 46.70
Finishing walls with water proof cement paint of approved quality on old work (one or more coats) to give an even shade.
Sqm
Rs. 29.40
Painting of two coats with oil bound wood preservative of approved quality on new work.
Sqm
Rs. 35.30
Painting one coat with oil bound wood preservative of approved quality on old work.
Sqm
Rs. 27.70
Coal tarring two coats on new work using 10 sqm. not less than 1.6 litres of coal tar of approved quality for 1st coat 1.2 litres for second coat.
Sqm
Rs. 20.10
Coal tarring one coat on old work using not less than 1.3 litres of coal tar of approved quality per 10 sqm.
Sqm
Rs. 14.10
Applying ready mixed priming coat pink primer of approved quality on wood work.
Sqm
Rs. 35.30
Applying ready mixed priming coat (Red lead primer of approved quality) on steel work.
Sqm
Rs. 23.70
Sqm
Rs. 216.20
Sqm
Rs. 97.40
OIL BOUND PRESERVATIVE TREATMENT 11.65
11.66
COAL TARRING 11.67
11.68
PRIMING COAT 11.69
11.70
PLASTER OF PARIS 11.71
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. COLOUR PAINTING
11.72
Painting two coats (excluding priming coat) with chocolate, red, grey of buff paint approved quality on new steel or wood work.
75
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 11.73 Painting one coat with chocolate, red, green, gray or buff paint of approved quality on old steel or wood work. SL. NO.
UNIT
MSR 2011
Sqm
Rs. 59.90
Painting two coats (excluding priming coat) with white paint of approved quality on new steel work or wood work.
Sqm
Rs. 87.00
Painting one coat with white paint of approved quality on old steel or wood work.
Sqm
Rs. 54.30
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved quality in all shades on new work to give an even shade.
Sqm
Rs. 83.10
Painting (one or more coats) with superior ready mixed paint in all shades on new work to give an even shade.
Sqm
Rs. 52.90
Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.
Sqm
Rs. 82.80
Painting (one or more coats) with superior ready mixed paint for steel work of approved quality in all shades on old wood work to give an even shade.
Sqm
Rs. 53.20
Painting (two or more coats) on C.G.I. Sheets with red superior paint for iron sheets, of approved quality on new work to give an even shade.
Sqm
Rs. 67.80
Painting (one or more coats) on C.G.I. Sheets with red superior paint for iron sheets, of approved quality on new work to give an even shade.
Sqm
Rs. 42.90
Painting (two or more coats) on C.G.I. sheet with white, grey or green paint for iron sheets of approved quality on new work to give an even shade.
Sqm
Rs. 67.80
Painting (one or more coats) on C.G.I. sheets with white, grey or green paint for iron sheets of approved quality on old work to give an even shade.
Sqm
Rs. 40.40
WHITE PAINTING 11.74
11.75
SUPERIOR READY MIXED PAINTINGS 11.76
11.77
11.78
11.79
11.80
11.81
11.82
11.83
76
Chapter 11 - FINISHING
SL. NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
SYNTHETIC ENAMEL PAINT 11.84
11.85
11.86
11.87
11.88
11.89
Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on wood work to give an even shade.
Sqm
Rs. 80.40
Painting (two or more coats) with synthetic enamel paint of approved quality of black or chocolate colour on old work to give an even shade.
Sqm
Rs. 51.00
Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade.
Sqm
Rs. 79.70
Painting (one or more coats) with synthetic enamel paint of approved quality in all shades except black or chocolate on old work to give an even shade.
Sqm
Rs. 60.50
Painting (two or more coats) with aluminium paint of approved quality on new work to give an even shade.
Sqm
Rs. 64.90
Painting (one or more coats) with aluminium paint of approved quality on old work to give an even shade.
Sqm
Rs. 41.60
Painting (two or more coats) with anti-corrosive bitumastic paint of approved quality on new work to give an even shade.
Sqm
Rs. 95.70
Painting (one or more coats) with black anti-corrosive bitumastic paint of approved quality on new work, to give an even shade.
Sqm
Rs. 60.50
Painting (two or more coats) with superior gloss enamel paint of any shade of approved quality on new work to give an even shade.
Sqm
Rs. 74.90
Painting (one or more coats) with superior gloss enamel paint of any shade of approved quality on old work to give an even shade.
Sqm
Rs. 44.40
Painting (one or more coats) picture rail with superior paint for wood work of approved quality to give an even shade.
Sqm
Rs. 6.40
Painting (one or more coats) with black Japan to give an even shade.
Sqm
Rs. 34.90
ANTI-CORROSIVE BITUMASTIC PAINT 11.90
11.91
SUPERIOR GLOSS ENAMEL PAINT 11.92
11.93
11.94
11.95
77
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
SL. NO.
UNIT
MSR 2011
FLOOR PAINTING 11.96
Floor painting (two or more coats) of red stone teak, chocolate grey or black shade with enamel paint for flooring of approved quality on new works, to give an even shade.
Sqm
Rs. 95.00
VARNISHING 11.97 Varnishing (two or more coats) with superior Copal varnish of approved quality i/c sizing on new work.
Sqm
Rs. 69.30
Varnishing (one or more coats) with superior copal varnish of approved quality i/c sizing on old work.
Sqm
Rs. 44.30
Oiling (two or more coats) with raw linseed oil on new work.
Sqm
Rs. 40.10
Sqm
Rs. 27.20
Sqm
Rs. 3.90
Sqm
Rs. 71.80
Sqm
Rs. 36.50
Sqm
Rs. 71.00
Sqm
Rs. 28.60
Sqm
Rs. 32.70
11.98
11.99
11.100 Oiling (one or more coats) with raw linseed oil on old
work. 11.101 Oiling (one or more coats on picture rails)
WAX POLISH :- BEES WAX 11.102 Bees waxing on wood work with local wax polish with
proportion 2:1.5:1.5 (2 bees wax: 1.5 linseed oil:1 turpentine oil 1/2 varnish by weight) on new work. 11.103 Bees waxing on wood work with local made wax polish
with proportion 2:1.5:1.5 (2 bees wax : 1.5 linseed oil : 1 turpentine oil 1/2 varnish by weight) on new work.
READY MIXED WAX POLISH 11.104 Polishing on wood work with readymade superior
quality wax polish on (Mansion or equivalent) on new work. 11.105 Polishing on wood work with readymade superior
quality wax polish on (Mansion or equivalent) on old work. MISCELLANEOUS 11.106 Floor polishing on masonry or concrete floor with wax
polish.
78
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
SL. NO.
UNIT
11.107 Painting fire place and G.I. grating.
MSR 2011
each
Rs. 275.90
Rm Rm Rm
Rs. 36.70 Rs. 48.00 Rs. 70.90
Rm Rm Rm
Rs. 18.60 Rs. 24.30 Rs. 35.90
Rm Rm Rm
Rs. 30.80 Rs. 40.30 Rs. 59.50
Rm Rm Rm
Rs. 12.80 Rs. 16.70 Rs. 24.70
per letter/ cm ht
Rs. 36.60
per letter/ cm ht
Rs. 23.50
Sqm
Rs. 58.10
RAIN WATER PIPES PAINTING 11.108 Painting (two or more coats) on rain water pipes &
fitting with paint of approved colour anticorrosive black enamel of approved quality i/c priming coat of red lead approved quality. 11.108.1 11.108.2 11.108.3
75 mm diameter pipes. 100 mm diameter pipes. 150 mm diameter pipes.
11.109 Painting (one or more coats) on rain water pipes &
fitting with paint of approved colour anti-corrossive black enamel of approved quality on old work. 11.109.1 11.109.2 11.109.3
75 mm diameter pipes. 100 mm diameter pipes. 150 mm diameter pipes.
11.110 Painting (two or more coats) on rain water pipes &
fitting with aluminium paint of approved quality i/c priming coat of approved quality. 11.110.1
75 mm diameter pipes. 100 mm diameter pipes. 11.110.3 150 mm diameter pipes. 11.110.2
11.111 Painting (one or more coats) on rain water pipes &
fitting with aluminium paint of approved quality on old work. 11.111.1 75 mm diameter pipes. 11.111.2 100 mm diameter pipes. 11.111.3 150 mm diameter pipes. LETTERING 11.112 Lettering with black Japan paint.
11.113 Relettering with black Japan paint
REMOVING OLD PAINT 11.114 Removing old paint with paint remover of approved
manufacturer & preparing surface.
79
Chapter 11 - FINISHING
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 11.115 Removing old paint with blow lamp & preparing surface. SL. NO.
UNIT
MSR 2011
Sqm
Rs. 64.50
Sqm
Rs. 145.90
Sqm
Rs. 87.00
Sqm
Rs. 183.50
Sqm
Rs. 112.40
Sqm
Rs. 44.00
Sqm
Rs. 91.90
Sqm
Rs. 86.00
SPIRIT POLISHING 11.116 Spirit polishing (one or more coats) i/c a coat of wood
filler on new work. 11.117 Spirit polishing (one or more coats) on old work.
FRENCH POLISH 11.118 French polishing (two or more coats) i/c a coat of
wood filler on new work. PLASTIC EMULSION PAINT 11.119 Painting (two or more coats) with plastic emulsion
paint of approved quality on new work except walls to give an even shade. 11.120 Painting (one or more coats) with plastic emulsion
paint of approved quality on old work to give an even shade. 11.121 Painting on wall with (two coats) of plastic emulsion
paint of approved quality in all shades on new work to give an even shade. 11.122 Painting on wall with (two coats)of Dulux Acrylic
emulsion (Supreme 3 in 1) paint or equivalent of approved quality in all shades on new works to give an even shade.
80
Chapter 12 - REPAIRS
SH: SL.NO. 12.1
12.2
12.3
12.4
12.5
12.6
12.7
12.8
MANIPUR SCHEDULE OF RATES
REPAIRS TO BUILDING DESCRIPTION OF ITEMS
UNIT
MSR 2011
Repairing to plaster i/c cutting & the patch in proper shape & preparing the surface of the wall complete 12.1.1 With cement mortar 1:4 (1 cement: 4 fine sand)
Sqm
Rs. 226.30
Fixing door chowkhat i/c cutting masonry for embedding hold-fast in cement mortar 1:4 (1 cement: 4 fine sand) and making good the damage to walls complete.
each
Rs. 629.80
Fixing window chowkat i/c cutting masonry for embedding hold fasts in cement mortar 1:4 (1 cement:4 fine sand) & making good the damage to walls complete.
each
Rs. 419.00
Fixing clerestory window chowkats i/c cutting masonry for embedding hold fasts in cement mortar 1:4 (1 cement: 4 fine sand) & making good the damage to walls complete.
each
Rs. 284.40
Providing & fixing local best quality Uningthou cleats to doors & windows: With iron hinges and screws. 12.5.1 12.5.2 With brass hinges and screws.
each each
Rs. 29.70 Rs. 82.70
Removal of old broken glass panes (any thickness of size quality or description) from wood frames fixed with beads or putty.
each
Rs. 70.00
Removal of old broken glass panes (any thickness of size quality or description) from metal frames including punching or drilling out glazing pins.
each
Rs. 93.80
Removing serviceable glass of any description except polish plate from old wood or metal frames etc. (any thickness size) hacking out old putty etc. i/c risk & making good breakages in taking out & handling i/c stacking within 50 metres.
Sqm
Rs. 93.80
Rm
Rs. 24.00
12.9
Removal of old putty of glass panes
12.1
Supplying & fixing new wooden beads (fillets) wherever necessary:
81 / 250
Chapter 12 - REPAIRS
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 12.10.1 With Uningthou beads. 12.10.2 With Leihao wood.
UNIT Rm Rm
MSR 2011 Rs. 20.20 Rs. 20.00
12.11 Fixing/Refixing of glass panes bedded in putty & fixed with glazing pins (excluding cost of glass panes).
Sqm
Rs. 286.90
12.12 Fixing/Refixing of old glass panes with old wooden beads (excluding of beads & glass panes)
Sqm
Rs. 164.10
12.13 Dismantling old plaster or skirting raking out & cleaning the surface for re-plaster i/c disposal of rubbish within 50 metres.
Sqm
Rs. 14.60
12.14 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or re-plastering including disposal of rubbish within a lead of 50 metres.
Sqm
Rs. 19.80
12.15 Providing & fixing small pieces (not exceeding 150 cum) for making good where hinges etc. have been removed from frames or joinery etc. per piece 12.15.1 Uningthou
Rs. 46.30
12.16 Renewing bars styles or rails straight for joinery upto 50 m thick i/c metres, launchings mortices etc. & removing old defective pieces 12.16.1 (a) Uningthou wood 12.16.2 (b) Leihao
Rm Rm
Rs. 409.50 Rs. 352.70
12.17 Renewing wooden battens in roofs i/c making good the holes in walls i/c removal of rubbish to the dumping ground within a lead of 50 m. 10 cudm 12.17.1 (a) Uningthou wood 10 cudm 12.17.2 (b) Tolhao
Rs. 331.40 Rs. 222.10
12.18 Renewing wooden beams not exceeding 4.0 m in length in roofs i/c making good the holes in walls & i/c removal of rubbish to the damping ground within a lead of 50 m. 10 cudm 12.18.1 Uningthou wood 10 cudm 12.18.2 Tolhao
Rs. 375.30 Rs. 243.60
12.19 Renewing wooden beams (above 4.0 m upto 5.0m length) in roofs i/c making good the holes in walls & including removal of rubbish to the dumping ground within a lead of 50 metres. 10 cudm 12.19.1 Uningthou wood
Rs. 250.00
82 / 250
Chapter 12 - REPAIRS
SL.NO.
MANIPUR SCHEDULE OF RATES
10 cudm
MSR 2011 Rs. 240.50
Removing white or colour wash by scrapping sand papering and preparing surface smooth i/c necessary repair to scratches etc. complete.
Sqm
Rs. 5.10
12.21 Renewing dry oil bound distempering by scraping & preparing surface smooth i/c necessary repairs to scratches etc.
Sqm
Rs. 6.40
12.22 Cutting out cracks of roof terrace to V-section, cleaning out, wetting, grouting with cement & sand slurry (1 cement: 3 F/sand).
Sqm
Rs. 43.20
12.23 Cutting out cracks of wood terrace to V-section, cleaning out & fitting solidly with a hot mixture of bitumen and clean dry sand (1:1 by weight).
Sqm
Rs. 71.20
12.2
DESCRIPTION OF ITEMS 12.19.2 Tolhao
83 / 250
UNIT
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
DEMOLITION and DISMANTLING SL.NO. 13.1
13.2
DESCRIPTION OF ITEMS Demolition below G.L.upto 1m depth and disposal of unserviceable materials within 50 m lead. Unreinforced cement concrete upto 15 cm 13.1.1 thickness. Unreinforced cement concrete more than 13.1.2 15cm thickness.
13.2.2
13.5
13.7
Unreinforced cement concrete up to 15 cm depth. Unreinforced cement concrete more than 15 cm depth.
R.C.C. work R.B. work
Extra over item no.3 for cutting steel bars in R.C.C. or R.B. work (sectional work of R.C.C. or R.B. work to be measured).
Rs. 623.10
Cum
Rs. 1,299.10
Cum
Rs. 30.40
Cum
Rs. 30.40
Cum Cum
Rs. 1,102.10 Rs. 1,035.90
Sqm
Rs. 315.60
Cum Cum
Rs. 30.40 Rs. 30.40
Cum
Rs. 623.10
Cum
Rs. 1,299.10
Cum Cum
Rs. 1,102.10 Rs. 1,035.90
Extra over item no.3 for every additional 1 m depth. 13.5.1 13.5.2
13.6
Cum
Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work. 13.3.1 13.3.2
13.4
MSR 2011
Extra over item no.1 for every additional 1m depth 13.2.1
13.3
UNIT
R.C.C. work. R.B. work.
Demolition above G.L.upto floor two level including disposal of unserviceable materials with 50 m lead Unreinforced cement concrete upto 15 cm. 13.6.1 thickness. Unreinforced cement concrete more than 15 13.6.2 cm thickness. Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work. R.C.C. work. 13.7.1 R.B. work. 13.7.2
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 13.8 Extra over item no.7 for cutting steel bars in R.C.C. or R.B. work (sectional area of R.C.C. or R.B. work to be measured).
UNIT
MSR 2011
Sqm
Rs. 315.60
Extra over item no.6 and 7 for every additional storey height above floor two level.
Cum
Rs. 78.70
Extra for scraping, cleaning and strengthening reinforcement salvage from R.C.C. or R.B. work.
Qtl.
Rs. 227.90
13.11 Demolition of brick work below G.L. upto 1 m depth including stacking of serviceable materials within 50 m lead and disposal of unserviceable materials within 50 m lead 13.11.1 In cement mortar
Cum
Rs. 815.90
13.12 Extra over item no.11 for every additional 1 m. depth 13.12.1 In cement mortar
Cum
Rs. 30.40
13.13 Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
Cum
Rs. 815.90
13.14 Extra over No.13 for every additional storey height above floor two level.
Cum
Rs. 78.70
13.15 Extra over Item 11 and 13 for removing mortar from and cleaning bricks including removal of rubbish within 50m lead 13.15.1 Brick work in cement mortar
Cum
Rs. 745.40
13.16 Demolition of stone masonry below G.L. upto 1m depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. 13.16.1 Rubble masonry in cement mortar
Cum
Rs. 815.90
Cum
Rs. 30.40
Cum Cum
Rs. 815.90 Rs. 974.40
Cum
Rs. 1,222.70
13.9
13.1
13.17 Extra over Item No.16 for every additional 1m depth 13.17.1
Rubble masonry in cement mortar.
13.18 Demolition of stone masonry above G.L upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. 13.18.1 Rubble masonry in cement mortar. 13.18.2 Dressed stone in cement mortar. 13.18.3 Marble/pre-cast concrete work in cement mortar.
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 13.19 Extra over item no. 18 for every additional storey height above floor two level. 13.19.1 Rubble masonry in cement mortar. 13.19.2 Dressed stone in cement mortar. 13.19.3 Marble/pre-cast concrete work in cement mortar.
UNIT
MSR 2011
Cum Cum
Rs. 78.70 Rs. 78.70
Cum
Rs. 78.70
Extra over item no.16 and 18 for removing mortar and cleaning stones from concrete articles including removing of rubbish within 50 m lead. 13.20.1 In cement mortar
Cum
Rs. 156.00
13.21 Demolition of terrace upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. 13.21.1 Brick tile covering. 13.21.2 Mud phuska
Sqm Sqm
Rs. 33.00 Rs. 276.90
13.22 Extra over item no.21 for every additional storey height above floor two level. 13.22.1 brick tile covering. 13.22.2 Mud phuska.
Sqm Sqm
Rs. 2.90 Rs. 91.80
Sqm
Rs. 23.40
Sqm Sqm
Rs. 35.30 Rs. 75.60
Sqm
Rs. 3.40
Sqm Sqm
Rs. 3.60 Rs. 7.20
Sqm
Rs. 37.20
13.2
13.23 Dismantling tiles floor laid in mortar upto floor two level including stacking of serviceable materials and disposal of unserviceable materials (wooden/ concrete joints to be measured and paid for separately) within 50 m 13.23.1 For thickness of tiles upto 25 mm 13.23.2 For thickness of lintels above 25 mm and upto 40 mm 13.23.3 Stone slab floors. 13.24 Extra over Item no. 23 for every additional storey height above floor two level. 13.24.1 For thickness of tiles upto 25 mm 13.24.2 For thickness of lintels above 25 mm and upto 40 mm 13.24.3 Stone slab floors. 13.25 Demolition of wooden floors upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead (joists to be measured and paid for separately.)
Chapter 13 - DEMOLITION
SL.NO. DESCRIPTION OF ITEMS 13.26 Extra over item 25 for every additional storey height above floor two level.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Sqm
Rs. 3.10
Sqm Sqm
Rs. 45.60 Rs. 21.00
Sqm
Rs. 170.20
Sqm
nil
Sqm Sqm Sqm
Rs. 99.50 Rs. 65.70 Rs. 65.70
13.29 Demolition of thatched roofing including mats, bamboo jaffri, copping to ridges hips etc. including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
Sqm
Rs. 23.00
13.30 Dismantling cement asbestos celotex/hard board in ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead (frame work such as joists beams to be measured and paid separately).
Sqm
Rs. 15.40
13.31 Dismantling textile covering in ceiling/walling including frames and cover fillets stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
Sqm
Rs. 22.00
13.32 Demolition of dry bricks pitching in floors drains etc. including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
Cum
Rs. 308.60
13.33 Demoliton of dry stone slab pitching in drains etc. including of serviceable materials and disposal of unserviceable materials within 50 m lead.
Cum
Rs. 308.60
13.27 Dismantling sheet roofing including ridges, hips, valleys, gutters etc. stacking the serviceable materials and disposal of unserviceable materials within 50 m lead. 13.27.1 G.I. sheet roofing 13.27.2 A.C. sheet roofing 13.28 Dismantling roofing including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. 13.28.1 Jack arches roof in cement mortar including joists etc. 13.28.2 Tile roofing with battens boarding etc. 13.28.2.1 Single Mangalore, Raniganj, Allahabad and similar tilings 13.28.2.2 Double Allahabad lining or Mangalore roofing tiles with ceiling tiles or slate roofing. 13.28.2.3 Country tiles (Single layer) 13.28.2.4 Country tiles (Double layer)
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 13.34 Dismantling stone slab roofing over wooden karries or R.C.C. battens including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead.
UNIT
MSR 2011
Cum
Rs. 713.50
Cum Rm
Rs. 975.70 Rs. 4.30
13.36 Extra over item no.35 for every additional span of 1m and part there of beyond 10 m for wood work in trusses. Cum/m 13.36.1 Sectional area average 40 sq.cm or over. Rm 13.36.2 Sectional area under 40 sq.cm.
Rs. 154.30 Rs. 2.50
13.37 Extra over item no.35 for every additional height of 1 m or part there of beyond 5 m for wood work in trusses. Cum/m 13.37.1 Sectional area average 40 sq.cm or over. Rm 13.37.2 Sectional area under 40 sq.cm.
Rs. 227.90 Rs. 2.70
13.35 Dismantling wood work wrought framed and fixed in frames, other frames and trusses of span up to 10 m and height between ridge and floor level upto 5 m including stacking the materials within 50m lead. 13.35.1 Sectional area average 40 sq.cm or over. 13.35.2 Sectional area under 40 sq.cm.
13.38 Dismantling wooden trellis work in partition including frame work and stacking of serviceable materials within 50 m lead.
Sqm
Rs. 25.90
13.39 Dismantling expanded metal or I.R.C. fabric with necessary batterns and beadings including frame work and stacking the serviceable materials within 50 m lead.
Sqm
Rs. 19.50
Dismantling wooden boardings in lining of walls and partitions including frame work and stacking the serviceable materials within 50 m leads. 13.40.1 Upto 10 mm thickness. 13.40.2 Thickness above 10 mm and upto 25 mm. 13.40.3 Thickness above 25 mm and upto 40 mm.
Sqm Sqm Sqm
Rs. 15.60 Rs. 20.00 Rs. 22.60
13.41 Dismantling wooden chajjas and sunshades including stacking the materials within 50 m. lead.
Sqm
Rs. 37.70
13.42 Dismantling ballies in posts, purlins or rafters including stacking the materrials within 50 m. lead.
Rm
Rs. 5.20
13.4
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 13.43 Dismantling steel work upto span of 10 m and a height between floor level and ridge upto 5 m in single section including dismembering and stacking the materials within 50 m lead (riveted work where rivets are required to be out shall be measured and paid for separately). 13.43.1 R.S. joists. 13.43.2 Channels angles, tees and flats etc.
UNIT
MSR 2011
Kg Kg
Rs. 0.80 Rs. 0.60
13.44 Dismantling steel work upto a span of 10 m and a height of 5 m in built up sections in angles, tees, flats and channels including all gusset plates, bolts nuts beading etc. and stacking the materials within 50 m lead. 13.44.1 Including dismembering 13.44.2 Excluding dismembering
Kg Kg
Rs. 1.50 Rs. 0.90
13.45 Extra over item 43 and 44 dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 m.
Kg/m
Rs. 0.40
13.46 Extra over item no.43 and 44 for dismantling trusses, rafters, purlins etc. of steel work top every additional span of one metre or part thereof beyond 5 m.
Kg/m
Rs. 0.40
13.47 Extra over item 43 and 44 for making of structural steel work required to be re-erected.
Kg
Rs. 1.30
each
Rs. 4.40
each each
Rs. 103.10 Rs. 145.90
each each
Rs. 43.50 Rs. 52.60
13.48 Extra over item 43 and 44 for cutting rivets. 13.49 Dismantling doors, windows and clerestory windows ventilators etc.(wood or steel) shutters including choukhats, architraves, holdfasts and other attachment etc. complete and stacking them within 50 m lead. 13.49.1 13.49.2 13.5
Not exceeding 3 sqm in area. Exceeding 3 sqm in area.
Taking out doors windows and clerestory windows shutters (wood or steel) including stacking within 50 m lead. 13.50.1 Not exceeding 3 sqm in area. 13.50.2 Exceeding 3 sqm in area.
Chapter 13 - DEMOLITION
SL.NO. DESCRIPTION OF ITEMS 13.51 Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 m lead (frame work to be measured and paid separately).
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Sqm
Rs. 7.80
13.52 Dismantling and stacking within 50 m lead fencing posts or struts(wood steel or R.C.C.)including all earth work and dismantling of concrete etc. in the base and making good the disturbed ground i. Wooden post of any size 13.52.1 Wooden post of any size. 13.52.2 Steel sections of any size. 13.52.3 R.C.C. posts of any size.
Rm Rm Rm
Rs. 38.30 Rs. 53.80 Rs. 50.00
13.53 Dismantling ballies or wooden posts of the point of projection above the concrete or ground including taking out iron straps, bolts, nuts etc. if any and stacking the same within 50 m lead. 13.53.1 Not exceeding 10 cm dia. 13.53.2 Diameter above 10 cm and upto 15 cm. 13.53.3 Diameter above 15 cm and upto 20 cm.
each each each
Rs. 9.50 Rs. 21.20 Rs. 37.80
13.54 Dismantling G.I. or asbestos rain water pipes with fittings and clamps including stacking the materials within 50 m lead. 13.54.1 50 mm diameter. 13.54.2 75 mm diameter 13.54.3 100 mm diameter 13.54.4 150 mm diameter
Rm Rm Rm Rm
Rs. 24.50 Rs. 25.00 Rs. 25.50 Rs. 28.30
13.55 Dismantling of drain pipes (salt glazed work or concrete) set in cement mortar including breaking of joints stacking the serviceable materials and disposal of unserviceable materials within 50 m lead including excavation and refilling trenches after taking out the pipes (dismantling the bed concrete to be measured and paid for separately). 13.55.1 100 mm diameter 13.55.2 150 mm diameter 13.55.3 225 mm diameter 13.55.4 300 mm diameter
Rm Rm Rm Rm
Rs. 27.30 Rs. 30.00 Rs. 32.10 Rs. 36.90
Chapter 13 - DEMOLITION
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 13.56 Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes breaking lead chaulked joints, melting of lead and making into blocks including stacking of pipes at site within 50 m lead. 13.56.1 80 mm diameter C.I. Pipes 13.56.2 100 mm diameter C.I. Pipes 13.56.3 125 mm diameter C.I. Pipes 13.56.4 150 mm diameter C.I. Pipes 13.56.5 200 mm diameter C.I. Pipes 13.56.6 250 mm diameter C.I. Pipes 13.56.7 300 mm diameter C.I. Pipes 13.56.8 350 mm diameter C.I. Pipes 13.56.9 400 mm diameter C.I. Pipes 13.56.10 450 mm diameter C.I. Pipes 13.56.11 500 mm diameter C.I. Pipes 13.56.12 550 mm diameter C.I. Pipes
UNIT
MSR 2011
Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm
Rs. 76.60 Rs. 82.20 Rs. 87.50 Rs. 92.80 Rs. 106.30 Rs. 119.40 Rs. 130.90 Rs. 142.00 Rs. 152.82 Rs. 163.80 Rs. 174.00 Rs. 193.50
per cut per cut per cut per cut per cut per cut per cut per cut per cut per cut per cut per cut
Rs. 42.10 Rs. 56.10 Rs. 77.10 Rs. 105.20 Rs. 140.30 Rs. 175.30 Rs. 210.40 Rs. 245.50 Rs. 280.50 Rs. 315.60 Rs. 350.70 Rs. 420.80
13.57 Labour for cutting C.I. pipes with steel saws. 13.57.1 13.57.2 13.57.3 13.57.4 13.57.5 13.57.6 13.57.7 13.57.8 13.57.9 13.57.10 13.57.11 13.57.12
80 mm diameter C.I. Pipes 100 mm diameter C.I. Pipes 125 mm diameter C.I. Pipes 150 mm diameter C.I. Pipes 200 mm diameter C.I. Pipes 250 mm diameter C.I. Pipes 300 mm diameter C.I. Pipes 350 mm diameter C.I. Pipes 400 mm diameter C.I. Pipes 450 mm diameter C.I. Pipes 500 mm diameter C.I. Pipes 550 mm diameter C.I. Pipes
Chapter 13 - DEMOLITION
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Chapter 14 - MISCELLANEOUS
SH: SL.NO. 14.1
14.2
14.3 14.4 14.5 14.6
14.7
14.8
14.9
14.1
MANIPUR SCHEDULE OF RATES
MISCELLANEOUS DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing & fixing 25 mm dia G.I. pipe outlet in cement mortar 1:3 (1 cement: 3 fine sand) i/c cutting & making good the wall.
Rm
Rs. 648.70
P/F. 40 mm dia. G.I. pipe outlet in cement mortar 1:3 (1 cement : 3 fine sand) i/c cutting & making good the wall
Rm
Rs. 862.90
Finishing edges of sunk mosaic floors i/c rounding the same.
Rm
Rs. 34.30
Finishing edges of sunk mosaic floors i/c rounding the same
Rm
Rs. 51.60
P/F 25 mm x 25 mm x 1.59 mm angle iron or 25 mm x 3.18 mm tread plate to R.C.C. steps.
Rm
Rs. 154.90
P/F peg rack 76 cm x 10 cm x 1.9 cm thick of 1st class Uningthou wood with 3 Uningthou wood pegs of approved design.
each
Rs. 103.90
Providing chasses (75 mm wide 75 mm deep average size) in wall for conduit pipe & filling the same with cement mortar 1:3:6 (1 cement : 3 coarse sand:6 stone aggregate 20 mm & down gauge) after the conduit pipe is laid (excluding the cost of conduit pipe).
Rm
Rs. 69.20
Sqm
Rs. 264.40
Providing plinth protection with bricks 3rd class (local mixed class) in cement mortar 1:6 (1 cement: 6 fine sand) i/c pointing top surface of bricks with cement mortar 1:2 (1 cement:2 sand).
Sqm
Rs. 585.30
Providing under layer for plinth protection of 75 mm thick rammed & consolidated & grouted with fine sand including preparation of ground
Sqm
Rs. 150.10
PLINTH PROTECTION Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate of 20 mm nominal size) i/c finishing the top surface of concrete smooth.
Chapter 14 - MISCELLANEOUS
SL.NO. DESCRIPTION OF ITEMS 14.11 Brick edging (brick laid on edge) in plinth protection with 2nd class brick local first class) i/c grouting with cement mortar 1:4 (1 cement: 4 fine sand). 14.12
14.13 14.14 14.15 14.16
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Rm
Rs. 59.50
Brick edging (brick laid on edge) in plinth protection with 3rd class bricks (local mixed class) i/c grouting with cement mortar 1:4 (1 cement: 4 fine sand).
Rm
Rs. 56.60
Broken glass coping as specified on top of wall in cement mortar 1:3 (1c : 3 c/s)
Sqm
Rs. 357.40
P/F aluminium step edging L-shaped of size 38 x 12 x 3 mm thick stairs.
Sqm
Rs. 84.10
P/F aluminium step edging L-shaped of size 57 x 16 x 3 mm thick stairs.
Sqm
Rs. 87.90
Extra over item no. 14 & 15 above for cutting RCC steps for fixing of aluminium step edging and making good to match the surroundings.
Rm
Rs. 126.20
20 mm thick plank walling (Tolhao local best quality) and Tolhao wood beading 62mm x 12mm i/c fitting and fixing with necessary screws and nails complete (frame work to be paid separately).
Sqm
Rs. 576.80
25 mm thick plank walling (Tolhao local best quality) and Tolhao wood beading 62mm x 12mm i/c fitting and fixing with necessary screws and nails complete (frame work to be paid separately).
Sqm
Rs. 719.10
25 mm thick plank walling (Tolhao local best quality) overlapping joints etc. fitting and fixing with necessary screws and nails complete including cost of frame work.
Sqm
Rs. 690.53
Sqm Sqm
Rs. 818.60 Rs. 643.10
PLANK WALLING 14.17
14.18
14.19
14.2
Providing and fixing 20mm plank as eave board with :14.20.1 Uningthou wood 14.20.2 (Tolhao/Uchan wood
Chapter 14 - MISCELLANEOUS
MANIPUR SCHEDULE OF RATES
SL.NO.
DESCRIPTION OF ITEMS FINISHING
14.21
Extra for adding Recron 3s or equivalent 6 mm fibre as fibre reinforcement in concrete at the rate of 125 gm per bag per 50 kg bag of cement including the cost of fibre. of
14.22
Providing and applying plaster of paris putty of 2 mm thikness over plastered surface to prepare the surface even and smooth complete.
UNIT
MSR 2011
cement
Rs. 42.00
Sqm
Rs. 143.20
15 ROAD WORK
MANIPUR SCHEDULE OF RATES
ROAD WORK
SH
SL.NO. DESCRIPTION OF ITEMS 15.1 Supplying & stacking at quarry/source of screen shingles on gravel (for light wearing surface) of the following sizes:15.1.1 15.2
15.3 15.4 15.5
15.6
15.7
15.8
a) 40 mm
UNIT
MSR 2011
Cum
Rs. 307.50
Supplying & stacking at source/quarry of broken/ crushed stone aggregate, chipping etc. of hard stone of the following sizes free from disintegrated pieces 15.2.1
(a) 90 mm
cum
Rs. 685.60
15.2.2
(b) 80 mm
cum
Rs. 740.00
15.2.3
(c) 63 mm
cum
Rs. 740.00
15.2.4
(d) 50 mm
cum
Rs. 740.00
15.2.5
(e) 40 mm
cum
Rs. 991.30
15.2.6
(f) 25 mm
cum
Rs. 1,165.70
15.2.7
(g) 20 mm
cum
Rs. 1,271.90
15.2.8
(h) 10 mm to 12.5 mm
cum
Rs. 1,326.30
15.2.9
(i) 6.3 mm
cum
Rs. 1,292.50
Extra rate for collecting and stacking of stone boulders from quarries by blasting.
Cum
Rs. 152.63
Collecting and stacking of morum/binding materials or stoney earth conforming to (IS 2720 Pt-V) at source.
Cum
Rs. 116.70
Rolling and consolidating formation surfaces including filling in depressions which occur during the process with power roller exceeding 8 tonnes but not exceeding 12 tonnes.
Sqm
Rs. 4.40
Preparing sub-grade by excavating earth upto 22.5 cm deep, dressing to camber and consolidating with road roller including disposal of surplus earth within 50m.
Sqm
Rs. 19.10
Extra for completion of earth in embankments under suitable moisture content condition as directed by the Engineer-in-charge to give at least 95 p.c. of the maximum dry density (proctor density).
Cum
Rs. 10.50
Spreading & levelling to gradient & required camber shingle/gravel with binding materials @ 0.12 cum/Sqm & rolling with powder roller. a) With power roller
Cum
Rs. 235.40
15 ROAD WORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 15.9 Consolidating of hardstone metal (making water bound macadam) including rolling the road sub-grade to proper camber, superelevation & grade by using templates straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness) dry & wet rolling with 8 to10 tonnes roller including earth edging 30 cm wide on both side of road applying screening or binding materials in specified quantity including carriage of all material upto a lead of 50m after wet rolling again with sufficient quantity of water complete as directed. with 90 mm to 40 mm (IRC Grading-I) 15.9.1 with 63 mm to 40 mm (IRC Grading-II) 15.9.2 with 50 mm to 20 mm (IRC Grading-III) 15.9.3
UNIT
MSR 2011
Cum Cum Cum
Rs. 340.50 Rs. 369.90 Rs. 420.50
15.10 Extra if 6 mm thick of quarry dust, grit of any other not materials is ordered to be spread on surface before final rolling.
Sqm
Rs. 10.80
15.11 Providing laying & compacting granular base/sub-base according to lines, grades& cross-sections by using naturally occurring sand gravel/conforming to IRC Grade 2 of M.O.S.T. specification free from organic or other deleterious constituents compact by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm (spread thickness)including rolling of the road surface to proper level & grade 30 cm width edging on both sides etc. complete as directed by the Engineer-in-charge. ( without carriage charge of all materials)
Cum
Rs. 468.40
Cum
Rs. 1,487.80
15.12 Providing and laying one layer W.B.M. 7.5 cm consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 sqm of road surface & 0.23cum of binder materials of approved quantity per 10 sqm of road surface including consolidating of the same, rolling of the surface to camber, superelevation & grade by using template straight edges & spirit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified (without carriage charge of all materials). 15.12.1
I.R.C. Grade - II
15 ROAD WORK
MANIPUR SCHEDULE OF RATES
SL.NO.
UNIT Cum
MSR 2011 Rs. 1,798.60
Sqm Sqm
Rs. 14.80 Rs. 8.90
Sqm Sqm
Rs. 68.70 Rs. 37.60
15.15 Surface dressing one coat with bitumen (80/100) using 18 kg of bitumen per sqm with 0.15 cum of stone aggregate 12 mm nominal size per 10 sqm of road surface & rolling complete. 15.15.1 Using bitumen (80/100) 15.15.2 Except binder 15.15.3 Except binder and chippings
Sqm Sqm Sqm
Rs. 161.00 Rs. 53.30 Rs. 33.40
15.16 Surface dressing renewal coat with bitumen using 11kg of bitumen (80/100) per 10 sqm with 0.10 cum of stone aggregate 10 mm nominal size per 10 sqm of road surface & rolling complete. 15.16.1 Using bitumen (80/100) 15.16.2 Except binder 15.16.3 Except binder and chippings
Sqm Sqm Sqm
Rs. 101.20 Rs. 35.30 Rs. 22.10
Sqm Sqm Sqm
Rs. 264.70 Rs. 91.10 Rs. 58.00
15.12.2
DESCRIPTION OF ITEMS I.R.C. Grade - III
SURFACING 15.13 Preparing surface by brushing with wire brushes for remaining caked mud etc. sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc. 15.13.1 15.13.2
Water bound macadam surface new Black Topped surface
15.14 Providing & applying evenly a priming/tack coat with bitumen (80/100). 15.14.1 15.14.2
10 kg/10sqm 5 kg/10sqm
15.17 Surface dressing simultaneous two coats with bitumen using 18 kg of bitumen for 10 sqm with 0.15 cum of stone chipping 12 mm nominal size per 10 sqm for the first coat & 11 kg of bitumen per 10 sqm with 0.10 cum of stone chippings 10 mm nominal size per 10 sqm of road surface for the 2nd coat & rolling complete. 15.17.1 15.17.2 15.17.3
Using bitumen (80/100) Except binder Except binder and chippings
15.18 2 cm consolidated thick single coat premix carpet surfacing with 0.27 cum of stone chippings (12 mm size 0.18 cum & 10 mm size 0.09 cum) mixed with 14.6 kg of binder per 10 sqm of road surface & rolling complete.
15 ROAD WORK
MANIPUR SCHEDULE OF RATES
SL.NO.
UNIT Sqm Sqm Sqm
MSR 2011 Rs. 167.00 Rs. 79.60 Rs. 41.90
Using bitumen (80/100) Except binder Except binder and chippings
Sqm Sqm Sqm
Rs. 90.90 Rs. 30.50 Rs. 19.30
15.20 Premix seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen per 10.00 sqm of road surface. 15.20.1 Using bitumen (80/100) 15.20.2 Except binder 15.20.3 Except binder and chippings
Sqm Sqm Sqm
Rs. 71.00 Rs. 29.90 Rs. 20.80
15.21 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "A" with 0.09 cum of stone chipping 6.3 mm nominal size and 9.8 kg of bitumen 80/100 per 10.00 sqm of road surface.
Sqm
Rs. 257.90
Sqm
Rs. 238.00
Sqm
Rs. 232.40
Sqm
Rs. 371.20
15.18.1 15.18.2 15.18.3
DESCRIPTION OF ITEMS Using bitumen (80/100) Except binder Except binder and chippings
15.19 Liquid seal coat IRC type A with 0.09 cum. of stone chipping 6 mm nominal size & 9.8 kg of bitumen per10.00 sqm of road surface. 15.19.1 15.19.2 15.19.3
15.22 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of stone chipping 6.3 mm nominal size and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface. 15.23 Painting one coat (Surface dressing) with bitumen emulsion (Min. 50 % bitumen contents) of approved quality using 2.25 kg per sqm Of bitumen emulsion with 1.5 cum of stone agg.12.5 mm nominal size per sqm of road surface . 15.24 2 cm premix carpet surfacing with 2.5 cum of stone aggregate 10 mm nominal size per 100 sqm and bitumen emulsion (min. 60 % bitumen contents) of approved quality using 95 kg per cum of aggregate including a tack coat of 1 kg bitumen emulsion per sqm of road surface
15 ROAD WORK
SL.NO. DESCRIPTION OF ITEMS 15.25 Providing seal coat with paving bitumen emulsion of approved quality using 1.5 kg of bitumen per sqm with 1.05 cum of stone aggregate 10.0 mm nominal size per 100 sqm of road surface.
MANIPUR SCHEDULE OF RATES
UNIT
Sqm
MSR 2011
Rs. 111.20
ITEMS USING HOT PLANT AND PAVER FINISHER (MECHANISATION) 15.26 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & Sqm Rs. 335.00 paver finisher. 15.27 Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4% by weight of total mix including preparation of bases including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants.
Sqm cum MT
Rs. 517.20 Rs. 10,343.50 Rs. 4,701.60
15.28 Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate, fine aggregate and filler to obtain homogeneous mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface.
Sqm
Rs. 365.80
15.29 Providing & laying 12 mm thick Mix seal surfacing @ 0.18 cum per 10 sqm of road surface using bitumen for tack coat @ 5 kg per 10 sqm and for mixing @ 4.5 % to be done by Hot Mix plant and paver finisher.
Sqm
Rs. 191.40
15 ROAD WORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 15.30 Providing & laying 20 mm thick semi dense carpet (SDC) @ 0.27 per 10 sqm of road surface using bitumen for tack coat @ 5kg per 10 sqm and for mixing @ 5 % of mix by using H.M. plant and paver finisher. 15.31 Providing and laying 20 mm thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping (0.135 cum of 10 mm to 12 mm size and 0.135 cum of 6 mm and down gauge size) per 10.00 sqm of road surface using bitumen for mixing @ 16 kg/10 sqm (Approx. 4%) of road surface using Hot Mix Plant and paver finisher etc. i/c providing and applying a priming /tack coat @ 5 kg/10 sqm of road surface.
UNIT
MSR 2011
Sqm
Rs. 281.40
Sqm
Rs. 271.00
15.32 7.5 cm thick bituminous built up, spray grout macadam using 0.50 cum of stone aggregate of 25 mm nominal size per 10 sqm of road surface spread and roller over a tack coat at the rate of 10 kg of bitumen per 10 sqm for the first coat and 0.50 cum of 25 mm nominal size stone aggregate per 10 sqm spread and rolled immediately after spreading hot bitumen at 15 kg per 10 sqm for the 2nd coat and applying a binder coat of 0.13 cum of key stone aggregate 12.5 mm nominal size per 10 sqm spread broomed and immediately after spraying of bitumen binder of approved quality at 15 kg per 10 sqm complete. 15.32.1
Using bitumen (80/100)
15.32.2 15.32.3
Except binder Except binder and chippings
Sqm Sqm Sqm
Rs. 577.00 Rs. 337.70 Rs. 203.90
15.33 Furrowing the existing black topped surface to a section of 50mm x 50mm at 45 to the longitudinal axis over the road at 1m centre to centre spacing.
Sqm
Rs. 6.10
15.34 Scarifying gravelled macadam or bituminous macadam surface (by power) 15.34.1 Not exceeding 40 mm in depth 15.34.2 ( Exceeding 40 mm but not exceeding 10 mm depth
Sqm
Rs. 9.40
Sqm
Rs. 12.50
15.35 Picking gravelled macadam or bituminous macadam surface (by hand) 15.35.1 Not exceeding 40 mm in depth 15.35.2 Exceeding 40 mm but not exceeding 10 mm depth
Sqm
Rs. 11.80
Sqm
Rs. 20.70
15 ROAD WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
POT HOLE REPAIR 15.36 Repairing pot holes (any depth) not exceeding 1 sqm each (executed in connection with repairing including sweeping free from dust and mud scouring sunken surface in road paths etc. cutting around edges to at least 25 mm in depth filling in with fine screened road metal watering and well ramming including supplying of fine road metal.
Sqm
Rs. 98.20
15.37 Repairing pot holes (any depth) not exceeding 1 sqm each (executed in connection with repairing including sweeping free from dust and mud scouring sunken surface in road paths etc. cutting around edges to at least 25 mm in depth and making 80/100 @ 20kg per 10 sqm binded with chippings 12.5 mm size and again well rammed. 15.37.1 Including supply of premixed macadam binder and chippings 15.37.2 Except binder 15.37.3 Except binder and chippings
Sqm Sqm Sqm
Rs. 334.00 Rs. 204.50 Rs. 96.50
15.38 Stone dry and making good the same
Sqm
Rs. 328.80
15.39 Cutting WBM road and making good the same
Sqm
Rs. 668.60
15.40 Cutting bituminous road and making good the same including compaction, tamping, finishing and curing complete.
cum
Rs. 1,587.30
sqm
Rs. 1,579.50
Paver Blocks 15.41 Providing and laying 60 mm thick factory made cement concrete interlocking paver block (Rubber Moulded) of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the Engineer-incharge.
15 ROAD WORK
SL.NO. DESCRIPTION OF ITEMS 15.42 Providing and laying 80 mm thick factory made cement concrete interlocking paver block (Rubber Moulded) of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of the Engineer-incharge.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
sqm
Rs. 1,735.70
Chapter 16 - Traffic Transportation
TRAFFIC AND TRANSPORTATION
SH: SL.NO. 16.1 16.2
16.3
16.4
16.5
16.6
16.7
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Pre-cast cement concrete M 15 kerb including fixing at site
Rm
Rs. 445.70
Reinforced cement concrete M 15 Kilometre stone of standard design fixed in position including painting and printing letters etc. 16.2.1 5th km stone 16.2.1 Ordinary kilometre stone
Each Each
Rs. 2,492.00 Rs. 1,631.83
Reinforced cement concrete M 15 stone 200 metres of standard design fixed in position including fixing but excluding painting
Each
Rs. 849.20
Reinforced cement concrete M 15 boundary pillars of standard design, fixed in position including finishing but excluding painting
Each
Rs. 1,016.90
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.
Each
Rs. 65.00
Painting new letters and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade. 16.6.1 Hindi (matras commas and the like not to be /cm measured and paid for). Half letters shall be height counted as half / letter 16.6.2 English and Roman. /cm height / letter
Rs. 1.60
Rs. 1.10
Painting lines, dashes, arrow etc. on road in two coats work with ready mixed road marking paint , including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved 16.7.1 16.7.2
16.8
MANIPUR SCHEDULE OF RATES
Over 10 cm in width (white and yellow) Upto 10 cm in width
Sqm Rm
Rs. 173.70 Rs. 107.40
Each Each
Rs. 435.30 Rs. 353.80
Painting and printing letters on kilometre stone with synthetic enamel paint 16.8.1 16.8.2
(a) 5th km stone (b) Ordinary kilometre stone
Chapter 16 - Traffic Transportation
SL.NO. 16.8.3 16.9
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS (c) Painting and printing letters on 200 km stone
Providing and fixing RCC name board of standard design i/c white painting.
UNIT
MSR 2011
Each
Rs. 28.90
Each
Rs. 1,377.00
Each
Rs. 4,122.50
Each
Rs. 3,216.40
Each
Rs. 4,287.30
Each
Rs. 2,064.90
16.10 Providing and fixing in position mandatory traffic signs consisting of a circular M.S. disc 60 cm diameter x 3 cm thick and M.S. definition plate 50 x 20 x 3 cm thick fitted on 50 x 20 x 6 cm angle iron post with rivets or bolts and nuts including enamel painting, lettering and figuring complete as per approved drawing, design and as directed by the Engineer-in- Charged (Cost of excavation, refilling and foundation concrete block will be paid separately). 16.11 Providing and fixing in position mandatory traffic signs consisting of a circular M.S. disc 50 cm diameter x 3 mm thick M.S. definition plate 55 x 40 x 3 cm thick fitted on 50 x 50 x 6 mm angle iron post with rivets or bolts and nuts including enamel painting, lettering and figuring complete as directed by the Engineer-inCharged (Cost of excavation, refilling and foundation concrete block to be measured and paid for separately). 16.12 Providing and fixing in position informatory traffic sign consisting 120 x 75 x 3 mm thick M.S. plate fitted on 50 x 50 x 6 mm thick angle iron posts with rivets or bolts and nuts including enamel painting, lettering and figuring complete as per the drawing, design and as directed by the Engineer-in-Charged (Cost of excavation, refilling and foundation concrete block to be measured and paid for separately). 16.13 Providing and fixing in position informatory traffic sign consisting of 60 x 60 x 3 mm thick M.S. plate fitted on 50 x 50 x 6 mm thick angle iron posts with rivets or bolts and nuts including enamel painting, lettering and figuring complete as per the approved drawing, design and as directed by the Engineer-in-Charged (Cost of excavation, refilling and foundation concrete block to be measured and paid for separately).
Chapter 16 - Traffic Transportation
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
/cm height / letter
Rs. 10.20
16.15 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size) in pavement roads taxi-tracks and runaways laid to be required slopes and camber including compaction, tamping, finishing and curing complete.
Cum
Rs. 5,777.00
16.16 Providing laying and fixing in cement mortar 1:6 (1 cement: 6 coarse sand) stone 300 mm side and 10 cm thick (chisel dressed on top) along the edge of the road i/c pointing in cement mortar 1:2 (1 cement: 2 fine sand).
Rm
Rs. 264.00
16.14 Engraving letters in stone.
Chapter 17 - HORTICULTURE
SH: SL.NO.
MANIPUR SCHEDULE OF RATES
HORTICULTURE DESCRIPTION OF ITEMS
UNIT
MSR 2011
17.1 Half brick circular tree guard 0.125 m and height 1.2 m above ground and 0.2 m below ground bottom two courses laid dry and top three course in lime mortar 1:2 (1 lime putty : 2 surkhi) or cement mortar 1 : 6 (1 cement: 6 fine sand ) and the intermediate courses being in dry honeycomb masonry as per design complete.
Each
Rs. 2,606.70
17.2 Edging with 2nd class bricks (local 1st class) laid by lengthwise including excavation, refilling, consolidating with and packing and spreading nearly surplus earth within a lead of 50 metres.
Rm
Rs. 55.00
17.3 Making tree guard 53 cm diameter 1.3 metres high as per design from empty bitumen drums (supplied by the department at stock issue rate) including providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects.
Cum
Rs. 188.90
17.4 Making tree guard 53 cm diameter 2 metres high as per design from empty bitumen drums (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm M.S. flat riveted to tree guard and providing and fixing 2 nos. M.S. sheet rings 50 x 0.5 mm with rivets complete in all respects.
Each
Rs. 1,282.50
17.5 Wrought iron and mild steel welded work (Using flats, square bars, tees and channel grills, grating frames) gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately.
Each
Rs. 7,649.70
107 / 250
Chapter 17 - HORTICULTURE
MANIPUR SCHEDULE OF RATES
17.6 1.2 m height fencing with 1.65m posts placed at every 2.5 to 3m apart embedded in cement concrete blocks and every tenth post to be strutted, provided with 4 horizontal lines of G.I barbed wire, weighing 9.34 kg per 100 metres (minimum) and fixed wit G.I. staples, ties to 6 mm bar and binding wire or by providing cut, including drilling holes in the posts complete (excluding the cost of post, earthworks and concrete which is payable extra in the respective items).
Rm
Rs. 45.20
17.7 P/F M.S. flat iron tree guard 60 cm diameter and 2 m height above ground level formed with 4 nos. of 25 x 6 mm and 8 nos. 25 x 6 mm flat iron rings in the halves bolted together with 8 mm diameter and 30 mm long bolts complete in all respects.
Each
Rs. 2,630.60
17.8 Turfing with good quality fresh "Tingthou" grass etc. 15 m C/C including watering for 30 days.
Sqm
Rs. 4.40
108 / 250
Chapter 18 - BRIDGE WORK
MANIPUR SCHEDULE OF RATES
BRIDGE WORKS
SH: SL.NO.
18.1
DESCRIPTION OF ITEMS EARTH WORK Earth work in excavation of foundation for superstructure complete as per drawing and technical specification. 18.1.1 Ordinary soil 18.1.1.1 Depth upto 3 m 18.1.1.2 Depth 3 m to 6 m 18.1.1 Above 6 m depth
Rs. 262.20 Rs. 323.40 Rs. 421.60
Cum Cum Cum
Rs. 365.70 Rs. 467.20 Rs. 571.10
Cum Cum
Rs. 445.30 Rs. 990.80
Cum Cum Cum
Rs. 694.00 Rs. 1,649.30 Rs. 483.00
Sand filling in foundation trenches as per drawing and technical specification.
Cum
Rs. 1,898.30
Back filling behind abutment, wing walls and return walls complete as per drawing and technical specification. 18.3.1 Gravelled material 18.3.2 Sandy material
Cum Cum
Rs. 432.40 Rs. 2,115.80
Filter medium behind abutment, wing wall and return wall complete as per drawing and technical specification.
Cum
Rs. 433.10
Cum
Rs. 7,168.20
Hard soil Depth upto 3 m Depth 3 m to 6 m Above 6 m depth
18.1.3 Ordinary rock (not requiring blasting) 18.1.3.1 If blasting is resorted to 18.1.3.2 If blasting is not resorted to 18.1.4 18.1.5 18.1.6
18.3
18.4
MSR 2011
Cum Cum Cum
18.1.2 18.1.2.1 18.1.2.2 18.1.2
18.2
UNIT
Hard rock (requiring blasting) Hard rock (blasting prohibited) Marshy soil (Upto 3 m depth)
FOUNDATION 18.5
18.6
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specification. Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specification.
Chapter 18 - BRIDGE WORK
SL.NO. 18.6.1 18.6.2 18.7
18.8
18.9
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS Coursed Rubble Masonry (first sort) Random Rubble Masonry (Coursed/Uncoursed)
UNIT Cum
MSR 2011 Rs. 3,975.40
Cum
Rs. 3,136.00
Cement concrete for plain concrete/reinforced concrete in open foundation i/c cost of form work complete as per drawing and technical specification. 18.7.1 18.7.2 18.7.3 18.7.4
P.C.C. M 15 grade P.C.C. M 20 grade P.C.C. M 25 grade P.C.C. M 30 grade
Cum Cum Cum Cum
Rs. 6,158.40 Rs. 6,634.50 Rs. 7,048.80 Rs. 7,279.20
18.7.5 18.7.6 18.7.7 18.7.8 18.7.9
R.C.C. M 20 grade R.C.C. M 25 grade R.C.C. M 30 grade R.C.C. M 35 grade R.C.C. M 40 grade
Cum Cum Cum Cum Cum
Rs. 7,175.10 Rs. 7,396.80 Rs. 7,768.60 Rs. 7,917.80 Rs. 8,170.60
MT
Rs. 90,990.90
Providing and laying cutting edge of mild steel for well foundation complete as per drawing and technical specifications. Cement concrete for plain concrete/reinforced concrete i/c cost of form work complete as per drawing and technical specifications. 18.9.1 18.9.1.1 18.9.1.2 18.9.1.3 18.9.1.4 18.9.1.5
Well curb R.C.C. M 20 grade R.C.C. M 25 grade R.C.C. M 30 grade R.C.C. M 35 grade R.C.C. M 40 grade
Cum Cum Cum Cum Cum
Rs. 7,941.80 Rs. 8,187.60 Rs. 8,600.00 Rs. 8,800.60 Rs. 9,045.60
18.9.2 18.9.2.1 18.9.2.2 18.9.2.3 18.9.2.4
Well steining P.C.C. M 15 grade P.C.C. M 20 Grade P.C.C. M 25 grade P.C.C. M 30 grade
Cum Cum Cum Cum
Rs. 6,571.20 Rs. 7,090.20 Rs. 7,522.70 Rs. 7,769.00
18.9.2.5 18.9.2.6 18.9.2.7 18.9.2.8
R.C.C. M 20 grade R.C.C. M 25 grade R.C.C. M 35 grade R.C.C. M 40 grade
Cum Cum Cum Cum
Rs. 7,657.80 Rs. 7,894.70 Rs. 8,473.70 Rs. 8,721.50
Cum Cum
Rs. 7,946.60 Rs. 12,648.00
18.9.3.1 Bottom plug in M 20 grade+10% E.C. 18.9.3.2 Bottom plug in M 25 grade+10% E.C.
Chapter 18 - BRIDGE WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 18.9.4 Top/Intermediate plug in 18.9.4.1 P.C.C. M 15 grade 18.9.4.2 P.C.C. M 25 grade 18.9.4.3 P.C.C. M 30 grade
UNIT
MSR 2011
Cum Cum Cum
Rs. 6,262.40 Rs. 7,167.00 Rs. 7,401.20
Cum Cum Cum Cum Cum
Rs. 6,687.60 Rs. 7,010.90 Rs. 7,234.00 Rs. 10,968.60 Rs. 11,197.50
Rm Rm Rm Rm
Rs. 12,494.70 Rs. 15,064.50 Rs. 15,968.40 Rs. 19,236.00
Rm Rm Rm Rm
Rs. 25,879.50 Rs. 26,914.70 Rs. 28,529.50 Rs. 30,669.20
Rm Rm
Rs. 36,268.50 Rs. 48,284.30
18.11 Sand filling in wells complete as per drawing and technical specification.
Cum
Rs. 1,948.80
18.12.1 a) HYSD bar reinforcement in foundation complete as per drawing & technical specifications.
MT
Rs. 71,547.60
18.12.2 b) Mild steel reinforcement complete in foundation as per drawing & technical specification
MT
Rs. 56,622.30
18.13 Pneumatic sinking of wells complete as per drawing and technical specifications.
Cum
18.9.5 18.9.5.1 18.9.5.2 18.9.5.3 18.9.5.4 18.9.5.5
Well cap as per drawing and technical specifications in R.C.C. M 20 grade R.C.C. M 25 grade R.C.C. M 30 grade R.C.C. M 35 grade R.C.C. M 40 grade
18.10 Sinking of well through all types of soil and rock (other than pneumatic method of sinking) complete as per drawing and technical specifications. Sandy soil (8 mm external diameter of well) 18.10.1 Depth from 0-3 m. 18.10.2 Beyond 3 m upto 10 m 18.10.3 Beyond 10 m upto 20 m 18.10.4 Beyond 20 m upto 30 m. Note: Add for dewatering if required L.S. cost Rs. 1,500/Clayey soil (8 m diameter well) Depth from 0-3 m. Beyond 3-10 m Beyond 10 m upto 20 m Beyond 20 m upto 30 m. Soft rock Depth from 0-3 m (7 m diameter well). 18.10.3 Hard rock (7 m diameter well). 18.10.2 18.10.2.1 18.10.2.2 18.10.2.3 18.10.2.4 18.10.2.5
Chapter 18 - BRIDGE WORK
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 18.14 Providing steel liner for curbs and steining for wells including fabricating and setting out as per detailed drawing.
UNIT
MSR 2011
MT
Rs. 577.50
Rm Rm Rm Rm Rm Rm Rm
Rs. 16,365.60 Rs. 11,365.00 Rs. 6,392.80 Rs. 4,091.40 Rs. 3,437.90 Rs. 2,841.30 Rs. 1,818.40
Note: For load testing assume: Initial routine test Tonne
Rs. 1,690.00
18.15 Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified diameter and length below the pile cap in cement concrete of M20 grade subject to a minimum cement content of 400 Kg per cubic metre of concrete, mix water cement ratio of 0.5, slump range from 150mm to 200mm (max), to carry a safe working load not less than specified i/c the cost of boring with casing and/or bentonite solution and length of pile to be embeded in the pile cap (length of pile for payment shall be measured upto bottom of pile cap) including the cost of steel reinforcement (Pile test as per relevant ISI/IRC codes shall be carried out & payment for the same where required shall be made seperately) 18.15.1 18.15.2 18.15.3 18.15.4 18.15.5 18.15.6 18.15.7
1200 mm diameter piles (M20 grade) 1000 mm diameter piles (M20 grade) 750 mm diameter piles (M20 grade) 600 mm diameter piles (M20 grade) 550 mm diameter piles (M20 grade) 500 mm diameter piles (M20 grade) 400 mm diameter piles (M20 grade)
18.16 Driven cast-in-place vertical RCC piles i/c reinforcement complete as per drawing and technical specifications. 18.16.1 600 mm diameter piles (M20 grade) Rm Rm 18.16.2 550 mm diameter piles (M20 grade) Rm 18.16.3 500 mm diameter piles (M20 grade) Rm 18.16.4 450 mm diameter piles (M20 grade) Note: For load testing assume: Initial routine test Tonne 18.17 Cement concrete for reinforced in pile cap i/c form work complete as per drawing and technical specifications. 18.17.1 M 40 grade 18.17.2 M 35 grade
Cum Cum
Rs. 6,254.50 Rs. 5,255.50 Rs. 4,343.40 Rs. 3,518.20 Rs. 1,690.00
Rs. 8,570.60 Rs. 8,317.80
Chapter 18 - BRIDGE WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 18.17.3 M 30 grade 18.17.4 M 25 grade Note : Add 20% extra for underwater concreting / dewatering, shoring, if the bottom level of pile cap is below the water table.
UNIT Cum Cum
NOTE BASIC APPROACH FOR THE PREPARATION OF STANDARD DATA BOOK While preparing the Standard Data Book for items to be adopted in bridge projects, the general approach is indicated as under:1 The bridge projects may be categorised in two basic types. The first type comprises of isolated projects or where type of superstructure does not fall under important category. The second type of project is where the State-of-the-Art type of machinery are deployed and the quality assurance is also of higher grade. In this type not only individual bridge/flyover projects of big magnitude are covered but bridges of relatively smaller length which form part of a big project being implemented with the latest type of machinery and specifications are covered. 2 The overhead expenses would cover the following: General site amenities including labour benefits and labour accommodation, stores, site establishment, quality control and site supervision by the contractor, water supply, electricity, insurance, minor T & P expenses, sales tax on turnover etc. For a major project, these items may cumulatively reach figure of even 30%. For estimation purpose, however, the overheads are being restricted to 25% for major projects belonging to category-II. For category-I, many of the overhead items may not, however, come into reckoning and hence the overhead charges for this category are restricted to 10% percent. 3
Contractor's profit may be taken uniformly as 10 per cent.
4 For manufactured items like bearings, expansion joints the normal site overhead of civil engineering works could not be applicable. These being factory produced items, different yard sticks to cover procurement of raw materials, inventory, infrastructural input, excise duties, packing, delivery etc. need to be adopted. After taking various factors into account including installation cost, an overhead of 50% is considered reasonable and recommended for adoption. 5 Rehabilitation of bridge is a specialised work and the overhead for such type of specialised work in limited quantity is rather different from the general bridge construction projects. Taking into account higher level of supervision, requirement of skill and knowhow for specialised type of work, more rigorous quality control measures etc. an overhead of 30% is recommended for rehabilitation works. Further, since Ministry of Surface Transport specifications do not cover most of these items, separate specifications are required to be made in a project-specific manner.
MSR 2011 Rs. 8,168.60 Rs. 7,796.80
Chapter 18 - BRIDGE WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
6 The "specification for Road & Bridges" works of Ministry of Surface Transport is under modification. In the period till the updated version is published in 1990 is being followed. For externally aided projects, however, Ministry have brought forth a set of revised specification earmarked as "N" is proposed to be followed for important and major works while for work of lesser category the existing specifications with lesser input of machinery would be adopted. The items have accordingly been categorized. 7 The nomenclature is brief and linked with relevant provision of Ministry of Surface Transport specification with the objective that the same must be read with the specifications for the purpose of interpretation during various stages of execution of the project. 8 In the Standard Data Book only basic inputs are given. The rates for materials and labour are to be obtained after market survey and other sources. The project planning would involve assessment of equipment input required and accordingly adoption of rates for depreciation and operation charges of equipments. 9 For various type of superstructure and conventional types of substructures and foundation, the component of form-work has been given in percentage form, which can be adopted for general use. For specialised work like slip-form shuttering, shuttering for cantilever construction, pre-cast construction, incremental launching, truss type of centering/staging etc. rates would have to be analysed. 10 Normal method of curing has been covered in the schedule. For steam curing with necessary equipment, analysis would have to be separately made. 11 The rates include the element of testing of samples of various materials brought for use on the work as well as other tests for various items of work. 12 In view of above and the provision of additional input for controlled concrete, no further provision for quality control may be necessary in the estimates. 13 The mix proportions for controlled concrete are only for guidance for estimation. Since a design mix would have to be evolved in such cases, the actual consumption would have to be based on the same rather than the estimated proportions. 14 The rates include otherwise specially mentioned and provided in the Schedule, the costs of carriage, loading and unloading, stacking of materials required for the work. 15 Rates include provision of necessary devices and other arrangements etc. for traffic control but do not include construction and maintenance of temporary diversion. Provision of service roads/access to various locations in the area of the site has been accounted for in the overheads. 16 Rates for excavation also include preparation of rock foundations. 17 In the items for well foundation normal provision for islanding/temporary protection has been made. For elaborate type of islands with well planned protective measures, coffer dams etc. special analysis is called for. 18 For innovative type of structures like cable stayed bridges, suspension bridges, arch bridges, bow-string girder bridges erected by innovative techniques where erection stage is as important as the construction of the bridge components in terms of input of machinery, manpower and materials, special analysis is called for.
MSR 2011
Chapter 18 - BRIDGE WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
19 For items pertaining to pre-stressing, for convenience sometimes data for one particular system have been adopted. The analysis would, however, hold good for all the systems prevalent in the country with modifications in inputs corresponding to the system, wherever necessary. 20 For labour, the general classification is mazdoor for unskilled labour and mason/fitter/blacksmith etc. for skilled labour. For specialised work like rehabilitation works/operation of machinery, other categories like semi-skilled labour, operator, engineer etc. have been adopted for which appropriate rates have to be ascertained. 21 For some items, certain size/specifications have been assumed. If sizes/specifications other than the same are adopted, corresponding modifications may be made in the inputs of analysis. 22 Sample rates, as per current market trends and as ascertained from different quarters, have been given in this schedule for some of the components of the items for guidance. 23 The items do not cover all components of bridge projects for all situations. There may be specialised items for specific cases which need to be analysed keeping in view of the basic approach.
MSR 2011
Chapter 18 - BRIDGE WORK
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Chapter 19 - Sub Super Structure
MANIPUR SCHEDULE OF RATES
SUB-STRUCTURE
SH: SL.NO. 19.1
19.2
DESCRIPTION OF ITEMS Brick masonry work in cement mortar 1:3 for substructure complete excluding pointing and plastering as per drawing & technical specifications.
19.4
MSR 2011
Cum
Rs. 7,598.90
Cum
Rs. 4,767.50
Cum
Rs. 4,491.20
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. 19.2.1 19.2.2
19.3
UNIT
Coursed Rubble Masonry (1st sort) Random Rubble masonry (Coursed/Uncoursed)
Cement concrete for plain concrete/ reinforced concrete for sub-structure i/c form work complete as per drawing and technical specifications. 19.3.1
PCC M 15 grade
19.3.1.1
Upto 5 m in height
Cum
Rs. 6,047.80
19.3.1.2
Between 5 m to 10 m in height
Cum
Rs. 6,168.80
19.3.1.3
Above 10 m in height
Cum
Rs. 6,289.70
19.3.2
PCC M 20 grade
19.3.2.1
Upto 5 m in height
Cum
Rs. 7,047.30
19.3.2.2
Between 5 m to 10 m in height
Cum
Rs. 7,188.20
19.3.2.3
Above 10 m in height
Cum
Rs. 7,329.20
19.3.3
PCC M 25 grade
19.3.3.1
Upto 5 m
Cum
Rs. 7,048.80
19.3.3.2
Between 5 to 10 m
Cum
Rs. 7,189.80
19.3.3.3
Above 10 m
Cum
Rs. 7,330.80
19.3.4
PCC M 30 grade
19.3.4.1
Upto 5 m
Cum
Rs. 7,279.20
19.3.4.2
Between 5 to 10 m
Cum
Rs. 7,424.80
19.3.4.3
Above 10 m
Cum
Rs. 7,570.40
Cement concrete for plain concrete/ reinforced concrete for sub-structure i/c form work complete as per drawing and technical specifications. 19.4.1
RCC M 20 grade
Chapter 19 - Sub Super Structure
DESCRIPTION OF ITEMS 19.4.1.1 Upto 5 m in height
UNIT Cum
MSR 2011 Rs. 7,055.20
19.4.1.2
Between 5 m to 10 m in height
Cum
Rs. 7,196.30
19.4.1.3
Above 10 m in height
Cum
Rs. 7,337.40
19.4.2
RCC M 25 grade
19.4.2.1
Upto 5 m in height
Cum
Rs. 7,396.80
19.4.2.2
Between 5 m to 10 m in height
Cum
Rs. 7,544.70
19.4.2.3
Above 10 m in height
Cum
Rs. 7,692.70
19.4.3
RCC M 30 grade
19.4.3.1
Upto 5 m in height
Cum
Rs. 7,768.60
19.4.3.2
Between 5 m to 10 m in height
Cum
Rs. 7,924.00
19.4.3.3
Above 10 m in height
Cum
Rs. 8,079.30
19.4.4
RCC M 35 grade
19.4.4.1
Upto 5 m
Cum
Rs. 7,917.80
19.4.4.2
Between 5 to 10 m
Cum
Rs. 8,076.20
19.4.4.3
Above 10 m
Cum
Rs. 8,234.50
19.4.5
RCC M 40 grade
19.4.5.1
Upto 5 m
Cum
Rs. 8,170.60
19.4.5.2
Between 5 to 10 m
Cum
Rs. 8,334.00
19.4.5.3
Above 10 m
Cum
Rs. 8,497.40
Sqm
Rs. 95.00
19.6.1 HYSD bar reinforcement in substructure complete as per drawing and technical specifications.
MT
Rs. 71,547.60
19.6.2 MS reinforcement in substructure complete as per drawing and technical specifications.
MT
Rs. 56,622.30
Supplying, fitting & fixing in position true to line and level cast steel rocker bearing conforming to IRC:83 (PtI Section-IX) complete including all accessories as per drawing and technical specifications.
1MT capacity
Rs. 246.60
Supplying, fitting & fixing in position true to line and level forged steel roller bearing conforming to IRC:83 (Pt-I Section-IX) complete including all accessories as per drawing and technical specifications.
1MT capacity
SL.NO.
MANIPUR SCHEDULE OF RATES
Rs. 142.40
19.5
19.7
19.8
Pointing with cement mortar 1:3 on brick work in substructure as per technical specifications.
Chapter 19 - Sub Super Structure
MANIPUR SCHEDULE OF RATES
19.10
19.11
19.12
19.13
19.14
19.15
UNIT
MSR 2011
1MT capacity
SL.NO. DESCRIPTION OF ITEMS Supplying, fitting & fixing in position true to line & level 19.9 sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and technical specifications and BS:5400, Section 9.1 & 9.2 for PTFE.
Rs. 359.40
Supplying, fitting and fixing in position, true to line and level elastomeric bearings conforming to IRC:83 (Pt-I Section-IX) complete with all accessories as per drawing and technical specifications.
c.c.
Rs. 2.60
Supplying, fitting and fixing in position, true to line and level POT-PTFE bearings suitable for biaxial movement as per drawing and technical specification and BS-5400 Sections 9.1 & 9.2
MT
Rs. 548.20
Supplying, fitting and fixing in position true to line and level sliding plate bearing with stainless steel plate sliding on stainless steel plate with mild steel matrix.
MT
Rs. 243.80
Providing weep holes in plain concrete/reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specifications.
Rm
Rs. 435.00
Providing and laying 20 mm thick galvanised mild steel plate in expansion joint as per drawing and technical specifications.
Rm
Rs. 2,024.10
Sqm
Rs. 8,866.20
Sqm
Rs. 840.90
Sqm
Rs. 836.10
Providing and laying expansion joint with corrugated copper plate, compressible fibre board, pre-moulded joint filler and joint sealing compound complete as per drawing and technical specifications. 19.15.1
19.15.2
19.15.3
Providing and fixing 2 mm thick corrugated compound of copper plate in expansion joint complete as per drawing and technical specifications Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications. Providing and fixing in position 20 mm thick pre-moulded joint filler in expansion joint complete as per drawing and technical specifications.
Chapter 19 - Sub Super Structure
SL.NO. 19.15.4
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS UNIT Providing and filling joint sealing compounds as per drawing and technical specifications. /Rm/c Coarse sand with bitumen (6% by weight) m
MSR 2011
Rs. 23.80
19.16
Providing reinforce elastomeric (Neoprene) slab seal type of expansion joint complete as per drawing and Technical Specification including acceptance testing as specified to be installed under supervision of a specialist I/c Temp. correction during install
Rm
Rs. 50,393.00
19.17
Providing single gap (unitary) strip seal type of expansion joint of total movement capacity of 80 mm with fatigue tested structural section at the nosing and anchorage assembly complete as per approved drawing and standard manufacturer's specification, to be installed under supervision of a specialist manufacturer.
Rm
Rs. 26,664.80
19.18.1.1 For solid slab superstructure.
Cum
Rs. 8,920.00
19.18.1.2 For T-beam and slab
Cum
Rs. 9,505.80
19.18.1.3 For box-girder and balanced cantilever.
Cum
Rs. 10,677.50
19.18.2.1 For solid slab superstructure.
Cum
Rs. 9,103.90
19.18.2.2 For T-beam and slab
Cum
Rs. 9,857.50
19.18.2.3 For box-girder and balanced cantilever.
Cum
Rs. 11,364.50
19.18.3.1 For solid slab superstructure.
Cum
Rs. 9,291.10
19.18.3.2 For T-beam and slab
Cum
Rs. 9,945.00
19.18.3.3 For box-girder and balanced cantilever.
Cum
Rs. 11,252.80
19.18.4.1 For solid slab superstructure.
Cum
Rs. 10,046.10
19.18.4.2 For T-beam and slab
Cum
Rs. 10,692.50
19.18.4.3 For box-girder and balanced cantilever.
Cum
Rs. 11,985.50
19.18
SUPER STRUCTURE: Cement concrete for reinforced concrete in superstructure i/c form work complete as per drawing and technical specifications. 19.18.1
19.18.2
19.18.3
19.18.4
M 25 grade
M 30 grade
M 35 grade
M 40 grade
Chapter 19 - Sub Super Structure
SL.NO. 19.19
DESCRIPTION OF ITEMS
UNIT
MSR 2011
19.19.1.1 For girder and slab superstructure.
Cum
Rs. 17,100.20
19.19.1.2 For box girder and cantilever.
Cum
Rs. 18,542.10
19.19.2.1 For girder and slab superstructure.
Cum
Rs. 17,527.00
19.19.2.2 For box girder and cantilever.
Cum
Rs. 19,443.00
19.19.3.1 For girder and slab superstructure.
Cum
Rs. 17,997.00
19.19.3.2 For box girder and cantilever.
Cum
Rs. 19,982.60
19.19.4.1 For girder and slab superstructure.
Cum
Rs. 16,960.00
19.19.4.2 For box girder and cantilever.
Cum
Rs. 20,298.80
HYSD bar reinforcement in superstructure complete as per drawing and technical specifications.
MT
Rs. 72,119.30
High tensile steel wires/strands i/c all accessories for stressing, stressing operations and grouting complete as per drawing and technical specifications.
MT Rs. 152,243.00
Cement concrete for pre-stressed concrete in superstructure i/c form work complete as per drawing and technical specifications. 19.19.1
19.19.2
19.19.3
19.19.4
19.20 19.21
19.22
19.23
19.24 19.25 19.26
MANIPUR SCHEDULE OF RATES
M 35 grade
M 40 grade
M 45 grade
M 50 grade
Cement concrete wearing coat M 30 grade including form work and reinforcement complete as per drawing and technical specifications.
Cum
Rs. 12,916.90
Asphaltic concrete wearing coat of 25 mm compacted thickness complete excluding tact coat as per drawing and technical specifications.
Cum
Rs. 15,981.60
Bitumen mastic wearing coat excluding tack coat, complete as per drawing and technical specifications.
Sqm
Rs. 201.80
Reinforced cement concrete railing M 30 grade complete as per drawing and technical specifications.
Rm
Rs. 1,946.00
Rm of railing
Rs. 3,970.00
Mild steel railing as per drawing and technical specifications.
Chapter 19 - Sub Super Structure
SL.NO. DESCRIPTION OF ITEMS 19.27 Providing and laying 22 mm thick precast cement concrete chequered tiles on footpath over 20 mm thick bed of cement mortar 1:3 complete as per drawing and technical specifications. 19.28 19.29
19.30
19.31 19.32
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Sqm
Rs. 823.20
Drainage spouts complete as per drawing and technical specifications. (Size 260 x 260 mm)
Each
Rs. 1,465.90
Reinforced cement concrete approach slab M 25 Grade including reinforcement and form work complete as per drawing and technical specifications.
Cum
Rs. 13,442.10
Plain cement concrete M 15 ordinary grade levelling course below approach slab complete as per drawing and technical specifications.
Cum
Rs. 5,965.40
Painting in kerbs in black and yellow alternate bands complete as per drawing and technical specifications.
Sqm
Rs. 85.70
Providing anti-corrosive treatment to HYSD reinforcement with fusion bonded epoxy coating (FBEC)
MT Rs. 140,847.50
Chapter 20 - CULVERTS
MANIPUR SCHEDULE OF RATES
CULVERTS
SH: SL.NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
20.1.1 Cement concrete 1:4:8 mix with stone aggregate 40 mm nominal size in foundation upto a depth of 1.5 metres below ground level and upto height of 1.5 m above ground/bed level.
Cum
Rs. 4,103.20
20.1.2 Cement concrete 1:3:6 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and 1.5 . Above ground/bed level i/c formwork.
Cum
Rs. 4,986.60
Cum
Rs. 6,164.50
Cum
Rs. 6,299.60
Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement, but including centering and shuttering laid in position.
Cum
Rs. 8,111.30
Reinforced cement concrete M 20 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for bed plates excluding steel reinforcement, but including centering and shuttering laid in position.
Cum
Rs. 7,725.60
MT MT
Rs. 60,944.10 Rs. 74,180.60
First class brick in cement mortar 1:3 upto a depth of 1.5 m below ground and above 1.5 m from bed/ground level.
Cum
Rs. 7,289.10
Extra for brick work in superstructure upto a height of 4 metres or part thereof above 1.5 m from bed/ground level
Cum
Rs. 161.50
CONCRETE
20.2
20.3
20.4
20.5
20.6
Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.5 m below ground level and or 1.5 m above ground/bed level i/c formwork. Plain cement concrete M 15 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated in foundation upto a depth of 4 m above, 1.5 m from ground/bed level i/c formwork.
Steel reinforcement for R.C.C. works including bending, binding and placing in position. 20.6.1 20.6.2
20.7
20.8
Mild steel and medium tensile steel bars Cold twisted bars
123 / 250
Chapter 20 - CULVERTS
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Brick on edge flooring with 1st class bricks including cement slurry in cement sand mortar 1:4
Sqm
Rs. 765.20
Coursed rubble stone upto a depth of 1.5 m and also 1.5 m above ground/bed level
Cum
Rs. 4,152.20
20.11 Extra for coursed rubble stone masonry in superstructure upto a height of 4 metres or part thereof above 1.5 m from ground/bed level.
Cum
Rs. 226.60
20.12 Random rubble masonry (uncoursed) in cement sand mortar 1:3 in foundation upto a depth of 1.5 m and 1.5 m above ground/bed level.
Cum
Rs. 4,038.60
20.13 Extra for random rubble masonry (Coursed) in cement mortar 1:3 in superstructures upto a height of 4 metres or part thereof 1.5m from ground/bed level.
Cum
Rs. 226.60
20.14 Cement pointing 1:2 deep vareity (cut or weathered) on brick and tile work.
Sqm
Rs. 98.60
20.15 Cement pointing 1:2 flush on brick on edge floor
Sqm
Rs. 93.80
20.16 Cement plaster 12 mm thick in cement mortar 1:3.
Sqm
Rs. 162.70
20.17 Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends and fixing collar with cement mortar 1:2 (a) 900 mm dia.
Rm
Rs. 6,526.00
20.18 Laying reinforced cement concrete pipes NP-3 for culverts including pointing ends and fixing collar with cement mortar 1:2 (a) 1000 mm dia.
Rm
Rs. 7,589.20
20.19 Rubble stone in cement mortar 1:3 in flooring.
Cum
Rs. 3,913.20
20.20 Dry boulder pitching in floor
Cum
Rs. 1,051.00
Cum Cum
Rs. 2,125.40 Rs. 461.20
Cum
Rs. 671.80
20.9 20.1
20.21 Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150 mm thick including watering and compacting including all lead and lifts. 20.21.1 Good local sand free from earth 20.21.2 Selected granular materials in filling 20.21.3 Filter behind abutment, wing and return wall.
124 / 250
Chapter 20 - CULVERTS
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS 20.22 Making and filling expansion joints, with bitumen filler (Bitumen 40 percent, asbestos 5% and sand 55%) 12 mm wide. 20.23 Providing and fixing pre-moulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat. 20.23.1 12 mm wide 20.23.2 25 mm wide 20.24 Reinforced cement concrete M 30 mix with stone aggregate 20 mm nominal size mechanically mixed and vibrated for reinforced concrete work in slab excluding steel reinforcement but including centering and shuttering, lain in position.
125 / 250
UNIT /Rm /cm
/Rm /cm /Rm /cm
Cum
MSR 2011
Rs. 1.80
Rs. 13.50 Rs. 22.80
Rs. 7,728.40
Chapter 20 - CULVERTS
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
126 / 250
UNIT
MSR 2011
Chapter 21 - BAILEY BRIDGE
MANIPUR SCHEDULE OF RATES
BAILEY BRIDGES A
Assembly and launching of bailey bridge within a lead of 50 m but excluding mechanical transport and cost of fixing of decking. MSR 2011 Sl. No. Classification Type of Decking Rate per Bay REMARKS 1 S.S. i) Wooden Decking. Rs. 8,783.78 ii) Steel Decking Rs. 9,759.75 2 S.S.R. i) Wooden Decking. Rs. 9,759.75 ii) Steel Decking Rs. 10,735.73 3 D.S. i) Wooden Decking. ii) Steel Decking Rs. 11,711.70 4 D.S.R. i) Steel Decking Rs. 14,639.63 ii) Wooden Decking. Rs. 13,663.65 5 T.S. i) Wooden Decking. Rs. 14,151.64 ii) Steel Decking Rs. 15,127.61 6 T.S.R. i) Wooden Decking. Rs. 15,615.60 ii) Steel Decking Rs. 16,591.58 7 D.D. i) Wooden Decking. Rs. 16,591.58 ii) Steel Decking Rs. 17,567.55 8 D.D.R. i) Wooden Decking. Rs. 17,567.55 ii) Steel Decking Rs. 18,543.53 B
Dismantling of bailey bridges within a lead of 50 m i/c stacking of dismantled item neatly at site but excluding mechanical transport.
1
S.S.
2 3 4 5 6 7 8 C
D
i) Wooden Decking Rs. 5,855.85 ii) Steel Decking Rs. 6,831.83 S.S.R. i) Wooden Decking Rs. 6,831.83 ii) Steel Decking Rs. 7,807.80 D.S. i) Wooden Decking ii) Steel Decking Rs. 8,783.78 D.S.R. i) Wooden Decking Rs. 9,369.36 ii) Steel Decking Rs. 10,345.34 T.S. i) Wooden Decking Rs. 9,759.75 ii) Steel Decking Rs. 10,735.73 T.S.R. i) Wooden Decking Rs. 11,711.70 ii) Steel Decking Rs. 12,687.68 D.D. i) Wooden Decking Rs. 12,687.68 ii) Steel Decking Rs. 13,663.65 D.D.R. i) Wooden Decking Rs. 14,639.63 ii) Steel Decking Rs. 15,615.60 Assembly and fixing of stiffened steel decking within a lead of 50 m but excluding mechanical transportation charges. Rs. 975.98 Dismantling of stiffened steel decking i/c stacking neatly the dismantled parts but excluding transportation
127 / 250
Rs. 975.98
SCHEDULE OF WEIGHT FOR DIFFERENT SPAN WITH TYPE OF DECKING
SPAN S.S 30 Ft 7.25 MT 40 Ft 9.22 MT 50 Ft 11.21 MT 60 Ft … 70 Ft … 80 Ft … 90 Ft … 100 Ft … 110 Ft … 120 Ft … 130 Ft … 140 Ft … 150 Ft … 160 Ft … 170 Ft … 180 Ft … 190 Ft … 200 Ft …
TIMBER DECK S.S.R. T.S T.S.R. D.D. D.S. D.S.R. … … … … … … … … … … … … … … … … … … 14.84 MT … … … … … 17.24 MT … … … … … 19.55 MT … … … 22.58 MT … 21.93 MT 31.00 MT … … … … … 33.94 MT … … … … … 37.11 MT … … … 37.86 MT … 40.31 MT … … … 41.29 MT … … … 51.58 MT … 44.71 MT … … 61.68 MT 55.41 MT … 48.17 MT … … 67.81 MT … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … … …
MANIPUR SCHEDULE OF RATES
STEEL DECK D.D.R. S.S. S.S.R. T.S. T.S.R. D.D. … 9.02 MT … … … … … 11.42 MT … … … … … 13.81 MT … … … … … … 17.85 MT … … … … … 20.66 MT … … … … … … … … … … … 35.05 MT .. … … … … 38.67 MT … … … … … 42.29 MT … … … … … … … … … … … … … 60.29 MT … … … … 68.04 MT … … … … … 72.90 MT … 74.66 MT … … … … … 79.33 MT … … … … … 83.99 MT … … … … … 88.65 MT … … … … … 93.31 MT … … … … …
128 /250
D.S. …
D.S.R. …
D.D.R. …
… …
… …
… …
… … 26.41 MT 29.43 MT … … … … … … … … … … …
… … … … … 42.93 MT 46.78 MT 50.63 MT 53.97 MT … … … … … …
… … … … … … … … … … 81.80 MT 86.87 MT 91.94 MT 96.74 MT 102.08 MT
Chapter 22 - TIMBER BRIDGE
SH: SL.NO. 22.1 22.2
22.3
22.4
22.5
22.6
22.7
22.8
22.9
MANIPUR SCHEDULE OF RATES
TIMBER BRIDGE UNIT
MSR 2011
Supply of Axed-dressed Uyung or Sahi-Kuhi logs 23.30 cm diameter.
Cum
Rs. 163.40
Supplying and fitting of khangra or Tolhao planks wheel guards and rails etc. complete with necessary iron work.
Cum
Rs. 30,079.90
Providing and fixing bolts above 300 m in length i/c nuts and washer complete.
Qtl.
Rs. 15,953.10
Fixing and fitting Uyung or Usoi or Sahi-Kuhi piles 20 cm to 30 cm diameter.
Rm
Rs. 143.90
Driving wooden (Uyung or Ushoi) piles (23 cm to 30 cm) diameter in position in all kinds of soil i/c fitting the piles and keeping in position within 100 m. Erection of the piling equipments and placing in position for allowing to drive piles, i/c the cost of all labour and other incidental works for driving the pile to the desired level etc. compete as directed by the Engineer-in-charge (Manually).
Rm
Rs. 626.70
Supplying of local wood piles dressed to heart wood and making shoe with and tapered upto 0.75 m from the bottom of the pile as per direction of the Engineerin-Charge
Rm
Rs. 194.10
Supplying wooden beams, struts, bracings of piles, battens for abutments etc. including hoisting, fitting, fixing in position with necessary spikes & nails & complete as per direction of Engineer-in-Charge
Cum
Rs. 26,036.00
DESCRIPTION OF ITEMS
Scarfing and joining piles 25 cm to 30 cm diameter. dressed to heartwood 90 cm in length including supplying, fitting and fixing with 2 Nos. of 50 mm x 10 mm MS F.I. clamps and 16 mm diameter M.S bolts and nuts etc. complete as directed. Wood work wrought and fixed with approval local hard wood without planning or dressing, in temporary bridges, trestles decking of bridges etc., including applying 2 coats tar to the wood and al necessary nails screws straps etc.
Per joint Rs. 1,208.80
Each
Rs. 27,886.10
Chapter 22 - TIMBER BRIDGE
SL.NO. DESCRIPTION OF ITEMS 22.10 Providing 38mm thick local wood planks for walling etc. including filling, fixing in position with necessary spikes nails complete as directed by the Engineer-incharges. 22.11
22.12
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Sqm
Rs. 962.10
Labour charge for taking out old woodwork of bridge and refitting the same including supplying and fixing necessary new MS bolts nuts, spikes nails etc. and coal taring one coat complete as directed by the Engineerin-charge (Coal tar to be supplied by the contractor at his own cost).
Cum
Rs. 4,232.90
Coal tarring two coat on new work using 0.15 and 0.12 ltrs. of coal tar per sqm in the first coat and second coat respectively.
Sqm
Rs. 61.30
Chapter 22 - TIMBER BRIDGE
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Chapter 23 - PROTECTION WORKS
SH: SL.NO. 23.1
23.2
23.3
23.4
MANIPUR SCHEDULE OF RATES
PROTECTION WORKS DESCRIPTION OF ITEMS
UNIT
MSR 2011
Construction of boulder sausage wall with broken or angular boulder 1 m height, 1.4 m wide at bottom and 0.9 m at top and 1:4 slope i/c cost of 3 mm G.I. wire netting 10 cm square diagonal mesh with overlapping of 0.6 m i/c earth work in excavation in foundation trenches etc. and fixing 20 cm diameter sahi-kuhi post or equivalent of 2.2 m long (1 m above the ground level and 1.2 m inside the ground) at interval of 1.5 m c/c complete.
Rm
Rs. 3,670.60
Construction of boulder sausage wall with broken or angular boulder 1.50 m height, 1.65 m wide at bottom and 0.90 m at top and 1:4 slope i/c cost of 3 mm G.I. wire netting 10 cm square diagonal mesh with overlapping of 0.6 m i/c earth work in excavation in foundation trenches etc. and fixing 20 cm diameter sahi-kuhi post or equivalent of 2.70 m long and driven 1.20 m inside the ground level and 1.50 m above ground level at interval of 1.5 m c/c complete.
Rm
Rs. 4,714.50
Construction of double brush wood spur 1.2 m apart (Clean gap) of vertical bally 12.5 to 17.5 cm diameter 1.8 m c/c 3 m height above the ground level driven to 1.2 m inside the ground centre & rows of horizontal bally of 12.5 to 17.5 cm diameter and vertical bamboo post of 7.5 cm diameter 2.55 m apart driven 0.6 m inside the ground and crossed and strutted with 12.5 cm diameter bally at suitable interval fitted with pressed grass or brushwood and coarse chattai covering with necessary nails etc. complete.
Rm
Rs. 3,341.80
Construction of double brush wood groves 1.22 m apart 3.56 m to 4.90 m height with 12.70 cm to 17.80 cm diameter vertical ballies at 3.56 m apart driven to 1.22 m below the bed and 0.60 m below for the 5.08 cm to 7.62 cm diameter bamboos spaced at 0.305 m apart braced with 3 rows of 12.70 cm to 17.80 cm diameter horizontal ballies and strutted with 10.15 cm diameter ballies at suitable intervals with course chattai covering i/c filling up the interstices with brush wood or pressed grass.
Rm
Rs. 1,935.80
Chapter 23 - PROTECTION WORKS
SL.NO. DESCRIPTION OF ITEMS 23.5 Supplying and fitting bamboo spur 7.5 cm diameter of good quality bamboo at an interval of 4 cm between two bamboos with two rows of horizontal bracing 1.2 m high above the ground level and 0.9 inside the ground and as directed by the Engineer-in-Charge.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Rm
Rs. 732.00
Supplying and fitting bamboo spur 5 cm diameter of good quality bamboo at an interval of 4 cm between two bamboos and 1.2 m to 1.5 m high above the ground level 1.2 m inside the ground as directed by the Engineer-in-Charge.
Rm
Rs. 872.60
Supplying and fitting bamboo spur 7.5 cm diameter of good quality bamboo at an interval of 10 cm between two bamboos and 4.2 m to 4.5 m high above the ground level and 1.2 m to 1.5 m inside the ground as directed by the Engineer-in-Charge.
Rm
Rs. 852.80
Bamboo spur "A" type with the best quality bamboo 75 mm to 100 mm diameter closely placed 23 cm centre to centre driven 90 cm below ground and 120 to 150 cm above ground tied with (Moubi/smaller size) bamboo on either side at 45 cm apart horizontally with galvanised wire etc. complete.
Rm
Rs. 406.70
Providing "A" type single spur with 75 cm to 100 mm diameter best quality bamboo driven closely placed 3 m to 4 m above ground and 1.20 m to 1.50 m below ground tied with horizontal bamboo on both faces placed not more than one metre apart including whole bamboo struts inside 1 m apart i/c and 2 nos. of purlins at top and bottom fitted with vertical struts at 1.50 m apart and filling with brushwood of jungle wood inside the spur complete as directed.
Rm
Rs. 1,418.90
23.10 Providing split bamboo diagonally woven lining over slopes of bridges, abutments and road embankments etc. secured to ground with at least 70 cm long bamboo pegs and half bamboo horizontally at 100 cm centre to centre both ways.
Sqm
Rs. 168.00
23.11 Providing and laying apron complete as per drawing and technical specifications. 23.11.1 Boulder. 23.11.2 Boulder in wire crates.
Cum Cum
Rs. 933.70 Rs. 4,185.90
23.6
23.7
23.8
23.9
Chapter 23 - PROTECTION WORKS
SL.NO.
DESCRIPTION OF ITEMS 23.11.3 Cement concrete blocks (M 15 grade) i/c Form work.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Cum
Rs. 16,858.40
23.12 Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specifications.
Cum
Rs. 406.40
23.13 Pitching on slopes complete as per drawing and technical specifications 23.13.1 Stone.
Cum
Rs. 1,175.20
23.14 Supplying and placing gunny bags filled with sand as per direction of the Engineer-in-Charge.
Each
Rs. 61.50
Chapter 24 - FENCING WORKS
SH: SL.NO. 24.1
24.2
24.3 24.4
24.5
24.6
24.7
MANIPUR SCHEDULE OF RATES
FENCING DESCRIPTION OF ITEMS
UNIT
MSR 2011
P/F 1.80 m long R.C.C fencing post with 6.00 mm diameter bars nibs (Earth Work & Concrete to be paid separately)
per post
Rs. 722.90
P/F 2.0 m long R.C.C. fencing struts (earth work and concrete to be paid separately).
per strut
Rs. 593.70
P/F turn buckles and straining bolts of barbed wire fencing
oneset
Rs. 66.70
1.20 m high fencing 1.80 m R.C.C post 3.0 m centre and R.C.C struts with 6 (six) horizontal lines and two (2) diagonal of galvanised steel barbed wire weighing 9.38 Kg/100 Rm (minimum) strained and fixed to post by tying to 6.00 mm galvanised steel bar nibs/clips with G.I. binding wire (cost of RCC post struts, and straining bolts shall be separately). metre
Rs. 134.00
P/F 300 mm minimum guard Sahi-kuhi ballies at far posts and struts for fencing in required length (Earth work and concrete to be paid separately). metre
Rs. 98.20
1.20 m high fencing Sahi-kuhi post and 300 mm girth post maximum 2.50 centre to centre with 6 (six) horizontal lines and 2 (two) diagonals of galvanised steel barbed wire weighing 9.38kg/100 m (minimum) strained and fixed to posts with G.I. staples i/c coal tarring of ballies complete. (cost of posts & struts and straining bolts shall be paid separately) metre
Rs. 104.10
1.80 m high fencing with 2.50 m Sahi-kuhi ballies post 300 mm girth maximum 2.50 centre to centre with 9 (nine) horizontal lines and 2 (two) diagonals of galvanised steel barbed wire weighing 9.38 kg per 100 m (min) strained and fixed to posts with G.I. staples i/c coal tarring of ballies complete. (cost of posts & struts and straining bolts shall be paid separately)
Rs. 142.10
metre
Chapter 24 - FENCING WORKS
MANIPUR SCHEDULE OF RATES
SL.NO. DESCRIPTION OF ITEMS UNIT 24.8 1.30 m high concrete rail and pole facing with 1.80m RCC post, 2.25 m pole posts 2.5 m centre to centre embedded in cement concrete blocks 450x450x550 mm of mix 1:5:10 (1 cement: 5 fine sand:10 stone 40 mm nominal gauge) i/c concrete work and cost of RCC post, rails and pales as per design (Earth work to be paid separately). metre
Rs. 843.10
1.20 m high welded steel wire fencing with 1.80 m RCC posts and RCC struts with welded steel wire fabric 0.90 m wide rectangular mesh 75x25 mm size weighing not less 7.75 kg/Sqm fixed to posts by tying to 6.0 mm bore nibs/Clips with G.I binding wire (cost of posts and struts shall be paid separately). metre
Rs. 134.00
24.10 Supplying and fixing galvanised steel barbed wire. weighing 9.38kg/100 m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staples or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately). metre
Rs. 11.60
24.9
24.11 Supplying and fixing expanded metal to wood or steel members in partition etc. 24.11.1 a) Weight not exceeding 3 kg/Sqm 24.11.2 b) Weight exceeding 3 kg but not exceeding 5 kg/sqm 24.12 Supplying and fixing welded steel wire fabric to wood or steel members in partition etc. 24.12.1 a) Weight exceeding 2 kg/sqm but not exceeding 3 kg/sqm 24.12.2 b) Weight exceeding 3 kg/sqm but not exceeding 4 kg/sqm 24.13 1.22 m high fencing with angle iron posts 1.80 m long 50x50x6 mm plates at every 2.44 m apart embedded in cement concrete blocks of mix 1:5:10 (1 cement : 5 fine sand :10 stone/agg/40mm gauge) 30.5x30.5x61 cm corner and at every 12th posts to be strutted, provided with 10 (ten) horizontal lines and 2(two) diagonals of G.I barbed wire 0.124 kg/m between two posts filled and fixed with G.I. staples i/c earth work in excavation etc complete.
MSR 2011
Sqm
Rs. 201.90
Sqm
Rs. 279.20
Sqm
Rs. 185.30
Sqm
Rs. 189.70
Rm
Rs. 498.90
Chapter 24 - FENCING WORKS
SL.NO. DESCRIPTION OF ITEMS 24.14 1.52 m high fencing with angle iron posts 2.13 m long 50x50x6 mm plates at every 2.44 m apart embedded in cement concrete block of mix 1:5:10 (1 cement : 5 fine sand :10 stone/agg/40mm gauge) 30.5x30.5x61 cm corner and at every 12th posts to be strutted, provided with 8 (eight) horizontal lines and 2(two) diagonals of G.I barbed wire 0.124 kg/m between two posts filled and fixed with G.I. staples i/c earth work in excavation etc complete. 24.15 Supplying and fixing empty bitumen drum to any type of standard posts and rails etc. i/c cutting and flattening the drums and fixing in partition with rails screws or hooks etc as directed (post, struts frame work, and earth work and concrete work to be measured and paid separately).
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Rm
Rs. 585.50
Sqm
Rs. 186.40
CHAPTER 25 - SANITARY INSTALLATION
MANIPUR SCHEDULE OF RATES
SANITARY INSTALLATION SL.NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
(A)
SANITARY FITTINGS COMPLETE
25.1
Providing and fixing white glazed earthen ware water closet pan Indian make with 10 cm HCI trap 15.0 litre high level C.I. flushing cistern of approved made with fittings R.S or C.I brackets 32 mm diameter telescopic flush pipe with fittings and clamps 25 mm G.I. overflow pipe with spiral & mosquito proof coupling of approved Municipal design G.I. pull chain complete i/c painting of cistern & fittings cutting and making good the walls & floors. Indian type 25.1.1 25.1.1.1 450 mm 25.1.1.2 510 mm 25.1.1.3 580 mm 25.1.1.4 630 mm
Each Each Each Each
Rs. 8,039.70 Rs. 8,187.80 Rs. 8,269.50 Rs. 8,538.00
Orissa pattern 25.1.2 25.1.2.1 510 x 400 mm 25.1.2.2 580 x 440 mm
Each Each
Rs. 8,911.50 Rs. 8,736.40
Providing and fixing white glazed earthen ware water closet pan Indian make with 10 cm HCI trap 12.5 litre low level C.I. flushing cistern of approved made with fittings R.S or C.I brackets 32 mm diameter telescopic flush pipe with fittings and clamps 25 mm G.I. overflow pipe with spiral & mosquito proof coupling of approved Municipal design G.I. pull-chain complete i/c painting of cistern & fittings cutting and making good the walls & floors. Indian type 25.2.1 25.2.1.1 450 mm 25.2.1.2 510 mm 25.2.1.3 580 mm 25.2.1.4 630 mm
Each Each Each Each
Rs. 9,347.60 Rs. 9,495.20 Rs. 9,576.90 Rs. 9,845.30
Orissa pattern 25.2.2 25.2.2.1 510 x 400 mm 25.2.2.2 580 x 440 mm
Each Each
Rs. 10,218.90 Rs. 10,043.80
25.2
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS Providing and fixing white glazed European type water 25.3 closet pane Indian make with 10 cm HCI trap 12.5 litre low level C.I. flushing cistern of approved made with fittings R.S or C.I brackets 32 mm diameter telescopic flush pipe with fittings and clamps 25 mm G.I. overflow pipe with spiral & mosquito proof coupling of approved Municipal design G.I. pull-chain complete i/c painting of cistern & fittings cutting and making good the walls & floors With black plastic seat with lid complete 25.3.1 with chromium plated hinges, rubber buffers. With white plastic seat with lid complete 25.3.2 with chromium placed hinges rubber etc. With polished teak wood or mahogany seat 25.3.3 and lid with chromium plated brass hinges and rubber buffers etc. 25.4
25.5
Providing and fixing white glazed European type water closet pan Indian make with 10 cm HCI trap 15.0 litre high level C.I. flushing cistern of approved made with fittings R.S or C.I brackets 32 mm diameter telescopic flush pipe with fittings and clamps 25 mm G.I. overflow pipe with spiral & mosquito proof coupling of approved Municipal design G.I. pull-chain complete i/c painting of cistern & fittings cutting and making good the walls & floors. With black plastic seat with lid complete 25.4.1 with chromium plated hinges, rubber buffers. With white plastic seat with lid complete 25.4.2 with chromium placed hinges rubber etc. With polished teak wood or mahogany seat 25.4.3 and lid with chromium plated brass hinges and rubber buffers etc. Providing and fixing urinal basin of white glazed earthen ware Indian make with 5.0 L. C.I. automatic flushing cistern with fittings R.S. or C.I. brackets standard size flush pipe spreader with brass union & G.I. clamps complete i/c painting of cistern & fittings, cutting & making good the walls and floors. Flat back Urinal 25.5.1 25.5.1.1 465 x 355 x 265 mm 25.5.1.2 610 x 400 x 380 mm
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 9,965.40
Each
Rs. 9,846.00
Each
Rs. 9,136.40
Each
Rs. 8,891.50
Each
Rs. 8,811.00
Each
Rs. 8,259.00
Each Each
Rs. 6,223.90 Rs. 8,092.70
CHAPTER 25 - SANITARY INSTALLATION
SL.NO.
25.6
25.7
25.8
DESCRIPTION OF ITEMS Angular lipped front Urinal 25.5.2 25.5.2.1 430 x 370 x 340 m
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 6,325.50
Squatting Urinals 25.5.3 25.5.3.1 450 x 350 m
Each
Rs. 6,814.20
Providing and fixing a range of two urinal basins of white glazed earthen ware (Indian make) with 10.0 litre C.I. automatic flushing cistern with fittings R.S. or C.I. brackets standard size flush pipe spreader with brass union & G.I. clamps complete i/c painting of cistern & fittings, cutting and making good the walls and floors. Flat back Urinal 25.6.1 25.6.1.1 464 x 355 x 265 mm 25.6.1.2 610 x 400 x 380 m
Each Each
Rs. 9,539.70 Rs. 13,277.20
Angular lipped front Urinal 25.6.2 25.6.2.1 430 x 370 x 340 m
Each
Rs. 9,367.20
Squatting Urinals 25.6.3 25.6.3.1 450 x 350 m
Each
Rs. 10,344.70
Providing and fixing a range of three urinal basin of white glazed earthen ware (Indian make) with 10 litre C.I. automatic flushing cistern with fittings R.S. or C.I. brackets standard size flush pipe spreader with brass union & G.I. clamps complete i/c painting of cistern & fittings, cutting and making good the walls and floors.Flat back Urinal 25.7.1 25.7.1.1 465 x 355 x 265 mm 25.7.1.2 610 x 400 x 380 m
Each Each
Rs. 11,134.40 Rs. 16,740.70
Angular lipped front Urinal 25.7.2 25.7.2.1 430 x 370 x 340 m
Each
Rs. 10,875.70
Squatting Urinals 25.7.3 25.7.3.1 450 x 350 m
Each
Rs. 12,341.90
Providing and fixing laboratory sink white glazed vitreous china (Indian make) with R.S. or C.I. brackets painted white a pair of 12.5 mm C.P. brass pillar tap 323 mm rubber plugs and C.P. brass chain 32 mm C.P. brass waist of standard pattern 32 mm diameter M.I./C.P. brass traps and unions complete i/c cutting and making good the walls Indian fittings. With overflow 450 x 300 x 150 mm 25.8.1 530 x 430 x 180 mm 25.8.2
Each Each
Rs. 5,247.60 Rs. 5,763.00
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS Providing and Fixing kitchen sink white glazed vitreous 25.9 china Indian make with R.S. or C.I. brackets painted white a pair of 12.5 mm C.P. brass pillar tap 32 mm rubber plugs and C.P. brass chain 32 mm C.P. brass waist of standard pattern 32 mm diameter M.I./C.P. brass traps and unions complete i/c cutting and making good the walls Indian fittings. 610 x 450 x 250 mm 25.9.1 610 x 450 x 200 mm 25.9.2 25.10
25.11
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each Each
Rs. 6,840.80 Rs. 6,607.10
Providing and Fixing wash basin of white glazed earthen ware (Indian make) with R.S. or C.I. brackets painted white 1 central 12.5 mm C.P. brass pillar tapes, 32 mm rubber plugs and C.P. brass chain 32 mm C.P. brass waist-of standard pattern 32 mm diameter M.I. or C.P. brass traps and unions complete i/c cutting and making good the walls (Indian fittings). 25.10.1 510 x 400 mm 25.10.2 630 x 450 mm 25.10.3 450 x 300 mm
Each Each Each
Rs. 3,864.40 Rs. 4,215.10 Rs. 3,703.40
Providing and Fixing wash basin of white glazed earthen ware (Indian make) with R.S. or C.I. brackets painted white a pair of 12.5 mm C.P. brass pillar tap 32 mm rubber plugs and C.P. brass chain 32 mm C.P. brass waist of standard pattern 32 mm diameter M.I. or C.P. brass traps and unions complete i/c cutting and making good the walls (Indian fittings). 25.11.1 510 x 400 mm 25.11.2 630 x 450 mm 25.11.3 610 x 510 mm 25.11.4 450 x 300 mm 25.11.5 630 x 250 mm
Each Each Each Each Each
Rs. 4,606.10 Rs. 4,956.90 Rs. 5,353.60 Rs. 4,445.10 Rs. 5,353.60
(B)
SANITARY FITTINGS
25.12
Providing and fixing white glazed earthen ware W.C. pan 25.12.1 Indian type 25.12.1.1 450 mm 25.12.1.2 510 mm 25.12.1.3 580 mm 25.12.1.4 630 mm
Each Each Each Each
Rs. 1,111.50 Rs. 1,228.60 Rs. 1,348.40 Rs. 1,620.80
25.12.2 Orissa pattern 25.12.2.1 510 x 400 mm 25.12.2.2 580 x 440 mm
Each Each
Rs. 1,999.80 Rs. 1,822.20
CHAPTER 25 - SANITARY INSTALLATION
SL.NO.
UNIT
MSR 2011
Providing and fixing European type (Pedestal) white glazed W.C. pan (Indian make)
Each
Rs. 1,674.10
Providing and fixing 5 litres C.I. automatic flushing cistern of approved make with internal fittings complete.
Each
Rs. 3,258.30
Providing and fixing 10 litres C.I. automatic flushing cistern with fittings complete
Each
Rs. 4,580.80
25.16.1 Providing and fixing polished teak wood or mahogany seat with lid of European type W.C. pan with C.P. brass hinges complete.
Each
Rs. 88.00
25.16.2 Providing and fixing white plastic seat with lid for European type W.C. pan with C.P. brass hinges, buffers, etc. complete
Each
Rs. 644.00
25.16.3 Providing and fixing white plastic seat with lid for European type W.C. pan with C.P. brass hinges, rubber buffers, etc. complete
Each
Rs. 724.50
25.13 25.14
25.15
DESCRIPTION OF ITEMS
MANIPUR SCHEDULE OF RATES
25.17
Providing and fixing G.I. chain with G.I. pull.
Each
Rs. 226.40
25.18
Providing and fixing G.I. inlet connection for flush pipe connecting W.C. pan.
Each
Rs. 84.10
Each Each
Rs. 1,268.60 Rs. 3,137.40
Each
Rs. 1,182.40
Each
Rs. 1,671.10
Each Each
Rs. 1,599.10 Rs. 2,049.20
25.19
25.20
Providing and fixing white glazed earthen ware Urinal basins (Indian make) 25.19.1 Flat back urinal basins 25.19.1.1 465 x 365 x 265 mm 25.19.1.2 610 x 400 x 380 mm 25.19.2 Angular lipped, front urinal basin 430 x 370 x 150 mm 25.19.3 Squatting Urinal 450 x 350 mm Providing and fixing white vitreous china laboratory sink (Indian make) i/c making all connection excluding cost of fittings. 25.20.1 25.20.2
25.21
With overflow 450 x 300 x 150 mm 539 x 430 x 180 mm
Providing and fixing wash basin of white glazed earthen-ware (Indian make) i/c making all connection excluding cost of fittings.
CHAPTER 25 - SANITARY INSTALLATION
SL.NO.
UNIT Each Each Each Each Each Each
MSR 2011 Rs. 1,018.70 Rs. 1,160.80 Rs. 1,379.90 Rs. 1,788.60 Rs. 852.80 Rs. 2,546.70
Providing and fixing C.P. brass chain and rubber plug or sink or wash basin.
Each
Rs. 42.70
25.23
Providing and fixing rubber plug for sink or wash basin
Each
Rs. 219.10
25.24
Providing and fixing M.I. union fisher Each Each
Rs. 94.80 Rs. 121.20
Providing and fixing in position 32 mm diameter telescopic flush pipe complete i/c cutting and making good the walls and floors.
Each
Rs. 794.10
Providing and fixing teak wood draining board with skirting and 25.26.1 510 x 350 mm 25.26.2 530 x 450 mm
Each Each
Rs. 569.40 Rs. 625.40
Providing and fixing grating for gully trap or Nahni trap.
Each
Rs. 225.10
Providing and fixing a pair of white glazed earthen foot rest of standard pattern for Indian type W.C. pan.
Each
Rs. 295.50
Providing and fixing in position 2.5 mm diameter mosquito proof coupling of approved Municipal design.
Each
Rs. 27.20
25.21.1 25.21.2 25.21.3 25.21.4 25.21.5 25.21.6 25.22
25.24.1 25.24.2 25.25
25.26
25.27 25.28 25.29
DESCRIPTION OF ITEMS 510 x 400 mm 550 x 400 mm 630 x 450 mm 610 x 510 mm 450 x 300 mm 630 x 510 mm
MANIPUR SCHEDULE OF RATES
32 mm 40 mm
(C)
TOILET REQUISITES
25.30
Providing and fixing 600 x 450 mm bevelled edge mirror of Indian make superior glass (of approved quality) quality complete with asbestos sheet ground, fixed to wooden cleat with C.P. brass screws and washers.
Each
Rs. 922.40
Providing and fixing 600 x120 mm glass shelf (Indian make) with C.P. brass brackets guard nail complete fixed to wooden cleats with C.P. brass screws.
Each
Rs. 1,039.40
25.31
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS 25.32 Providing and fixing 600 x 20 mm C.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws (Hook type )
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 1,029.60
Providing and fixing 610 x 20 mm Diplomat brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws
Each
Rs. 848.50
25.34
Providing and fixing C.P. brass toilet paper holder
Each
Rs. 463.90
25.35
Providing and fixing polished wooden toilet paper holder.
Each
Rs. 220.10
Providing and fixing soap container of glass with C.P. lid and brackets fixed to wooden cleats with C.P. brass screws.
Each
Rs. 859.50
Rm
Rs. 661.10
25.33
25.36
(D)
H.C.I. PIPES AND FITTINGS 100 mm H.C.I. PIPES FITTINGS
25.37
Providing and fixing 100 mm H.C.I. soil vent pipes.
25.38
Providing and fixing MS holder bat clamps of approved design to 100 mm HCI pipe socket i/c cost of cutting holes and making good the walls etc.
Each
Rs. 75.90
25.39
Providing and fixing 100 mm HCI heel rest bend
Each
Rs. 373.80
25.4
Providing and fixing 100 mm HCI past over pipe.
Each
Rs. 448.50
25.41
Providing and fixing 100x100x100x100 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
Each
Rs. 656.50
Providing and fixing 100 x 100 x 100 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
Each
Rs. 664.90
Providing and fixing 100x100x100x100 mm HCI plain branch of the required degree.
Each
Rs. 655.50
Providing and fixing 100 x 100 x 100 mm HCI plain branch of the required degree.
Each
Rs. 632.50
Providing and fixing 100x100x50x50 mm HCI. branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
Each
Rs. 208.00
25.42
25.43 25.44 25.45
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS 25.46 Providing and fixing 100 x 100 x 50 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 308.40
Providing and fixing 100x100x50x50 mm HCI invert branch of the required degree.
Each
Rs. 161.00
Providing and fixing 100 x 100 x 50 mm HCI invert branch
Each
Rs. 155.30
Providing and fixing HCI 100 mm offset. 25.49.1 With 80 mm projection 25.49.2 With 150 mm projection 25.49.3 With 230 mm projection
Each Each Each
Rs. 264.50 Rs. 299.00 Rs. 325.50
Providing and fixing 100 mm HCI bend of the required degree with access door insertion rubber washers bolts and nuts etc. complete.
Each
Rs. 727.60
Providing and fixing 100 mm HCI plain bend of required degree.
Each
Rs. 373.80
25.52
Providing and fixing 100 mm HCI terminal guard.
Each
Rs. 327.80
25.53
Providing and fixing 100 mm HCI collar
Each
Rs. 281.80
25.54
Providing and fixing lead caulked joints to 100 mm HCI pipes
Each
Rs. 210.90
Providing and fixing MS stays and clamps of approved quality for 100 mm diameter HCI pipe 50 mm H.C.I. pipes and fittings
Each
Rs. 20.70
25.56
Providing and fixing 50 mm HCI soil waste and vent
Each
Rs. 286.80
25.57
Providing and fixing MS holder bat clamps of approved design to 50 mm HCI pipe socket i/c cost of cutting holes and making good the walls etc.
Each
Rs. 65.20
25.58
Providing and fixing 50 mm HCI heel rest bend.
Each
Rs. 327.80
25.59
Providing and fixing 50 mm HCI past over pipe.
Each
Rs. 212.80
25.60
Providing and fixing 50x50x50x50 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
Each
Rs. 357.80
25.47 25.48 25.49
25.5
25.51
25.55
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS 25.61 Providing and fixing 50 x 50 x 50 mm HCI branch of the required degree with access doors, insertion rubber washer 3 mm thick bolts and nuts complete.
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 212.80
Providing and fixing 50x50x50x 50 mm HCI plain branch of the required degree.
Each
Rs. 264.50
Providing and fixing 50 x 50 x 50 mm HCI plain branch of the required degree.
Each
Rs. 207.00
Providing and fixing 50 x 50 x 50 x 50 mm HCI invert branch of required degree.
Each
Rs. 138.00
Providing and fixing 50 x 50 x 50 mm HCI invert branch of required degree.
Each
Rs. 74.80
Providing and fixing HCI 50 mm offset. 25.66.1 With 80 mm projection 25.66.2 With 115 mm projection 25.66.3 With 150 mm projection 25.66.4 With 225 mm projection 25.66.5 With 300 mm projection
Each Each Each Each Each
Rs. 264.50 Rs. 264.50 Rs. 391.00 Rs. 419.80 Rs. 437.00
Providing and fixing 50 mm HCI band of the required degree with access door insertion rubber washers 3 mm bolts and nuts etc. complete.
Each
Rs. 644.60
Providing and fixing 50 mm HCI plain band of required degree.
Each
Rs. 207.00
25.69
Providing and fixing 50 mm HCI terminal guard.
Each
Rs. 195.50
25.7
Providing and fixing 50 mm HCI collar
Each
Rs. 207.00
25.71
Providing and fixing lead chaulked joints to 50 mm HCI pipes
Each
Rs. 152.10
Each
Rs. 523.10
25.62 25.63 25.64 25.65 25.66
25.67
25.68
(E)
H.C.I. TRAPS
25.72
Providing and fixing HCI traps with 100 mm inlet and 100 mm outlet of self cleaning design with HCI screwed down of hinged grating with or without vent arm complete i/c cost of cutting and making good the walls and floors.
CHAPTER 25 - SANITARY INSTALLATION
SL.NO. DESCRIPTION OF ITEMS 25.73 Providing and fixing HCI traps with 100 mm inlet and 50 mm outlet of self cleaning design with HCI screwed down of hinged grating with or without vent arm complete i/c cost of cutting and making good the walls and floors. 25.74
25.75
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each
Rs. 544.40
Cutting charge in brick masonry walls for fixing 100 mm diameter HCI pipes and making good the same with brick work in cement mortar 1:3 (1 cement : 3 fine sand).
Each
Rs. 246.70
Cutting charge in brick masonry walls for fixing 50 mm diameter HCI pipes and making good the same with brick work in cement mortar 1:3 (1 cement : 3 fine sand).
Each
Rs. 110.30
(F)
PAINTING OF SANITARY FITTING
25.76
Painting C.I. cistern with bitumastic or any other anticorrosive paint inside and white paint over a coat of ready-mixed primer of approved quality on the outside surface of the cistern flush pipe other fittings etc. complete on new work.
Each
Rs. 482.10
Repainting C.I. cistern with bitumastic or any other anticorrosive paint inside and white paint outside surface of the cistern flush pipe other fittings etc. complete i/c polishing of wooden seat and cleaning of W.C. pan with aC.I.d wherever necessary.
Each
Rs. 290.90
Painting of HCI soil waste vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. a coat of primer (of approved quality) on new work. 25.78.1 50 mm diameter 25.78.2 100 mm diameter
Each Each
Rs. 22.30 Rs. 40.70
Repainting of HCI soil waste vent pipes and fittings with paint of any colour such as chocolate, grey or buff etc. a coat of primer (of approved quality) on new work. 25.79.1 50 mm diameter 25.79.2 100 mm diameter
Each Each
Rs. 11.10 Rs. 20.20
Repainting bath tube 1.5 m to 1.8 m long with enamel paint.
Each
Rs. 420.40
25.77
25.78
25.79
25.8
CHAPTER 25 - SANITARY INSTALLATION
SL.NO.
DESCRIPTION OF ITEMS
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
CHAPTER 26 - PIPE FITTING
MANIPUR SCHEDULE OF RATES
PIPES FITTING
SH: SL.NO. (G)
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Providing and fixing 25 mm dia normal gauge polythene pipes of approved quality complete with special flanges compression type fittings (of approved make) i/c trenching and refilling etc. (external work).
Rm
Rs. 111.80
Providing and fixing 32 mm dia normal gauge polythene pipes of approved quality complete with special flanges compression type fittings (of approved make) i/c trenching and refilling etc. (external work).
Rm
Rs. 140.70
Providing and fixing 40 mm dia normal gauge polythene pipes of approved quality complete with special flanges compression type fittings (of approved make) i/c trenching and refilling etc. (external work).
Rm
Rs. 191.20
Providing and fixing 50 mm dia normal gauge polythene pipes of approved quality complete with special flanges compression type fittings (of approved make) i/c trenching and refilling
Rm
Rs. 307.20
Rm Rm Rm Rm Rm Rm
Rs. 295.00 Rs. 383.60 Rs. 499.30 Rs. 604.70 Rs. 764.50 Rs. 889.10
Rm Rm
Rs. 253.60 Rs. 326.10
POLYTHENE PIPES AND FITTING EXTERNAL WORKS
26.1
26.2
26.3
26.4
(H)
G.I. PIPES AND FITTING (1) INTERNAL WORKS
26.5
Providing and fixing G.I. pipes complete with G.I. fittings and clamps i/c cutting and making good the walls etc. (Internal work). 15 mm diameter 26.5.1 20 mm diameter 26.5.2 25 mm diameter 26.5.3 32 mm diameter 26.5.4 40 mm diameter 26.5.5 50 mm diameter 26.5.6 (2) EXTERNAL WORKS
26.6
Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work). 15 mm diameter 26.6.1 20 mm diameter 26.6.2
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
UNIT Rm Rm Rm Rm Rm Rm
MSR 2011 Rs. 426.10 Rs. 510.70 Rs. 631.40 Rs. 716.00 Rs. 891.70 Rs. 1,066.90
Making connection of GI distribution branch with GI main 25 mm to 40 mm diameter by providing & fixing Tees i/c cutting and threading the pipe etc complete.
Each
Rs. 392.50
Making connection of GI distribution branch with GI main 50 mm to 100 mm diameter by providing & fixing Tees i/c cutting and threading the pipe etc complete.
Each
Rs. 502.30
Fixing water meter and stop cock in GI pipe line i/c cutting and threading the pipe and making long screw etc complete.
Each
Rs. 303.60
Each Each
Rs. 213.20 Rs. 746.20
Each
Rs. 1,468.80
26.11 Providing and fixing brass stop cock of superior quality. 15 mm diameter 26.11.1 20 mm diameter 26.11.2 25 mm diameter 26.11.3 32 mm diameter 26.11.4 40 mm diameter 26.11.5 50 mm diameter 26.11.6
Each Each Each Each Each Each
Rs. 272.40 Rs. 390.90 Rs. 533.00 Rs. 580.40 Rs. 805.50 Rs. 888.40
26.12 Providing and fixing brass full way G.M valve with CI wheel of superior quality. 15 mm diameter 26.12.1 20 mm diameter 26.12.2 25 mm diameter 26.12.3 32 mm diameter 26.12.4 40 mm diameter 26.12.5 50 mm diameter 26.12.6 65 mm diameter 26.12.7 75 mm diameter 26.12.8
Each Each Each Each Each Each Each Each
Rs. 367.20 Rs. 497.50 Rs. 651.50 Rs. 722.50 Rs. 923.90 Rs. 1,101.60 Rs. 2,191.30 Rs. 2,961.30
26.6.3 26.6.4 26.6.5 26.6.6 26.6.7 26.6.8 26.7
26.8
26.9
(I)
DESCRIPTION OF ITEMS 25 mm diameter 32 mm diameter 40 mm diameter 50 mm diameter 65 mm diameter 80 mm diameter
COPPER AND BRASS WATER FITTINGS
26.10 Providing and fixing C.P. bib cock of superior quality. 26.10.1 26.10.2 26.10.3
15 mm diameter (Ordinary) 20 mm diameter (Delux Sona) 25 mm diameter (Swan neck left/right HN Delux Sona
CHAPTER 26 - PIPE FITTING
SL.NO. DESCRIPTION OF ITEMS 26.13 Providing and fixing value (brass) complete of superior quality. 15 mm diameter 26.13.1 20 mm diameter 26.13.2 25 mm diameter 26.13.3
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each Each Each
Rs. 497.50 Rs. 562.60 Rs. 426.40
26.14 Providing and fixing non-return value of superior quality. 32 mm diameter 26.14.1 40 mm diameter 26.14.2 50 mm diameter 26.14.3 65 mm diameter 26.14.4 75 mm diameter 26.14.5
Each Each Each Each Each
Rs. 627.80 Rs. 746.20 Rs. 864.70 Rs. 2,108.40 Rs. 3,790.40
26.15 Providing and fixing brass ferrule C.I mouth cover i/c boring and tapping the main. 15 mm diameter 26.15.1 20 mm diameter 26.15.2 25 mm diameter 26.15.3
Each Each Each
Rs. 438.30 Rs. 497.50 Rs. 580.40
26.16 Providing and fixing lead connection pipe with brass unions. 15 mm diameter 26.16.1 20 mm diameter 26.16.2
Each Each
Rs. 201.40 Rs. 91.40
26.17 Providing and fixing C.P. brass shower rose with 12.5 mm or 19 mm inlet 15 mm diameter 26.17.1 20 mm diameter 26.17.2
Each Each
Rs. 755.70 Rs. 568.60
26.18 Providing and fixing telephonic shower rose with one meter flexible tube, Dimple/Round/Fancy.
Each
Rs. 1,066.10
Rm Rm Rm Rm Rm Rm Rm Rm Rm
Rs. 93.80 Rs. 153.80 Rs. 235.60 Rs. 276.80 Rs. 326.40 Rs. 389.30 Rs. 465.90 Rs. 499.60 Rs. 604.00
(J)
C.I. PIPES AND FITTINGS
26.19 Providing and laying in trenches centrifugally cast (spun) iron socket and spigot pipe class LA (earth work in trenches to be measured and paid for separately. 80 mm diameter 26.19.1 100 mm diameter 26.19.2 125 mm diameter 26.19.3 150 mm diameter 26.19.4 200 mm diameter 26.19.5 250 mm diameter 26.19.6 300 mm diameter 26.19.7 350 mm diameter 26.19.8 400 mm diameter 26.19.9
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
UNIT Rm Rm
MSR 2011 Rs. 750.30 Rs. 1,115.60
Providing and laying in trenches centrifugally cast (spun) iron socket and spigot pipe class A (earth work in trenches to be measured and paid for separately). 80 mm diameter 26.20.1 100 mm diameter 26.20.2 125 mm diameter 26.20.3 150 mm diameter 26.20.4 200 mm diameter 26.20.5 250 mm diameter 26.20.6 300 mm diameter 26.20.7 350 mm diameter 26.20.8 400 mm diameter 26.20.9 26.20.10 450 mm diameter 26.20.11 600 mm diameter
Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm
Rs. 80.90 Rs. 108.90 Rs. 144.30 Rs. 179.00 Rs. 242.40 Rs. 319.90 Rs. 406.90 Rs. 507.80 Rs. 615.30 Rs. 859.20 Rs. 1,136.10
26.21 Providing and laying in trenches centrifugally cast (spun) iron socket and spigot pipe conforming to specification No. ISI 1536/1967 in the standard length class B (earth work in trenches to be measured and paid for separately). 80 mm diameter 26.21.1 100 mm diameter 26.21.2 125 mm diameter 26.21.3 150 mm diameter 26.21.4 200 mm diameter 26.21.5 250 mm diameter 26.21.6 300 mm diameter 26.21.7 350 mm diameter 26.21.8 400 mm diameter 26.21.9 26.21.10 600 mm diameter
Rm Rm Rm Rm Rm Rm Rm Rm Rm Rm
Rs. 123.00 Rs. 174.00 Rs. 193.00 Rs. 247.30 Rs. 299.20 Rs. 364.90 Rs. 421.50 Rs. 625.60 Rs. 874.20 Rs. 1,156.60
26.22 Providing and laying double socket C.I. bends (medium class) 100 mm 26.22.1 26.22.1.1 (i) 900 26.22.1.2 (ii) 450 26.22.1.3 (iii) 220 30'
Each Each Each
Rs. 361.30 Rs. 361.30 Rs. 361.30
Each Each Each
Rs. 486.90 Rs. 471.20 Rs. 408.40
26.19.10 26.19.11 26.2
26.22.2 26.22.2.1 26.22.2.2 26.22.2.3
DESCRIPTION OF ITEMS 450 mm diameter 600 mm diameter
125 mm (i) 900 (ii) 450 (iii) 220 30'
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS
UNIT
MSR 2011
26.22.3 26.22.3.1 26.22.3.2 26.22.3.3 26.22.3.4
150 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 644.00 Rs. 612.60 Rs. 534.00 Rs. 486.90
26.22.4 26.22.4.1 26.22.4.2 26.22.4.3 26.22.4.4
200 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 989.50 Rs. 911.00 Rs. 801.10 Rs. 722.50
26.22.5 26.22.5.1 26.22.5.2 26.22.5.3 26.22.5.4
250 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 1,429.30 Rs. 1,303.70 Rs. 1,021.00 Rs. 1,021.00
26.22.6 26.22.6.1 26.22.6.2 26.22.6.3 26.22.6.4
300 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 1,963.40 Rs. 1,774.90 Rs. 1,492.20 Rs. 1,350.80
26.22.7 26.22.7.1 26.22.7.2 26.22.7.3 26.22.7.4
350 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 5,250.30 Rs. 4,653.00 Rs. 3,867.00 Rs. 3,458.30
26.22.8 26.22.8.1 26.22.8.2 26.22.8.3 26.22.8.4
400 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 6,759.40 Rs. 5,910.50 Rs. 4,873.00 Rs. 4,338.60
26.22.9 26.22.9.1 26.22.9.2 26.22.9.3 26.22.9.4
450 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
Each Each Each Each
Rs. 8,331.30 Rs. 7,199.50 Rs. 5,816.20 Rs. 5,156.00
Each
Rs. 10,626.40
26.22.10 500 mm 26.22.10.1 (i) 900
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 26.22.10.2 (ii) 450 26.22.10.3 (iii) 220 30' 26.22.10.4 (iv) 110 15'
UNIT Each Each Each
MSR 2011 Rs. 7,451.00 Rs. 7,293.80 Rs. 6,445.00
26.22.11 26.22.11.1 26.22.11.2 26.22.11.3 26.22.11.4
Each Each Each Each
Rs. 15,593.00 Rs. 12,952.90 Rs. 10,343.40 Rs. 9,023.00
Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 345.60 Rs. 424.10 Rs. 455.50 Rs. 534.00 Rs. 565.50 Rs. 612.60 Rs. 675.40 Rs. 675.40 Rs. 738.20 Rs. 785.40 Rs. 989.50 Rs. 1,021.00 Rs. 1,052.40 Rs. 1,099.50 Rs. 1,209.40 Rs. 1,382.20 Rs. 1,413.60 Rs. 1,460.80 Rs. 1,507.90 Rs. 1,602.10 Rs. 1,712.10 Rs. 1,869.10 Rs. 1,932.00 Rs. 1,963.40 Rs. 2,089.00 Rs. 2,199.00 Rs. 2,340.00 Rs. 5,313.20 Rs. 5,564.70 Rs. 5,847.70 Rs. 6,130.60 Rs. 6,665.10
600 mm (i) 900 (ii) 450 (iii) 220 30' (iv) 110 15'
26.23 Providing and laying all sockets C.I. tees (medium class of nominal diameter) 80 x 80 mm 26.23.1 100 x 80 mm 26.23.2 100 x 100 mm 26.23.3 125 x 80 mm 26.23.4 125 x 100 mm 26.23.5 125 x 125 mm 26.23.6 150 x 80 mm 26.23.7 150 x 100 mm 26.23.8 150 x 125 mm 26.23.9 26.23.10 150 x 150 mm 26.23.11 200 x 80 mm 26.23.12 200 x 100 mm 26.23.13 200 x 125 mm 26.23.14 200 x 150 mm 26.23.15 200 x 200 mm 26.23.16 200 x 80 mm 26.23.17 250 x 100 mm 26.23.18 250 x 125 mm 26.23.19 250 x 150 mm 26.23.20 250 x 200 mm 26.23.21 250 x 250 mm 26.23.22 300 x 80 mm 26.23.23 300 x 100 mm 26.23.24 300 x 125 mm 26.23.25 300 x 200 mm 26.23.26 300 x 250 mm 26.23.27 300 x 300 mm 26.23.28 300 x 200 mm 26.23.29 350 x 250 mm 26.23.30 350 x 300 mm 26.23.31 350 x 350 mm 26.23.32 400 x 200 mm
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
UNIT Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
MSR 2011 Rs. 6,916.60 Rs. 7,168.10 Rs. 7,482.50 Rs. 7,859.80 Rs. 8,488.50 Rs. 8,897.20 Rs. 9,211.60 Rs. 9,526.00 Rs. 9,903.30 Rs. 10,280.60 Rs. 10,563.50 Rs. 10,877.90 Rs. 11,192.30 Rs. 11,569.60 Rs. 12,009.70 Rs. 14,965.00 Rs. 15,279.40 Rs. 15,656.60 Rs. 16,033.90 Rs. 16,442.60 Rs. 17,417.20
26.24 Providing and laying all sockets C.I. crosses (medium class) 80 mm 26.24.1 100 mm 26.24.2 125 mm 26.24.3 150 mm 26.24.4 200 mm 26.24.5 250 mm 26.24.6 300 mm 26.24.7
Each Each Each Each Each Each Each
Rs. 455.50 Rs. 581.20 Rs. 785.40 Rs. 1,005.20 Rs. 1,523.60 Rs. 2,151.90 Rs. 2,921.50
26.25 Providing and laying sockets and spigot C.I. tapers reducing (medium class) of nominal diameter. 100 x 80 mm 26.25.1 125 x 80 mm 26.25.2 125 x 100 mm 26.25.3 150 x 80 mm 26.25.4 150 x 100 mm 26.25.5 150 x 125 mm 26.25.6 200 x 100 mm 26.25.7 200 x 125 mm 26.25.8 200 x 150 mm 26.25.9 26.25.10 250 x 125 mm 26.25.11 250 x 200 mm
Each Each Each Each Each Each Each Each Each Each Each
Rs. 235.60 Rs. 314.10 Rs. 329.80 Rs. 392.70 Rs. 408.40 Rs. 455.50 Rs. 581.20 Rs. 612.60 Rs. 659.70 Rs. 832.50 Rs. 863.90
26.23.33 26.23.34 26.23.35 26.23.36 26.23.37 26.23.38 26.23.39 26.23.40 26.23.41 26.23.42 26.23.43 26.23.44 26.23.45 26.23.46 26.23.47 26.23.48 26.23.49 26.23.50 26.23.51 26.23.52 26.23.53
DESCRIPTION OF ITEMS 400 x 250 mm 400 x 300 mm 400 x 350 mm 400 x 400 mm 450 x 250 mm 450 x 300 mm 450 x 350 mm 450 x 400 mm 450 x 450 mm 500 x 250 mm 500 x 300 mm 500 x 350 mm 500 x 400 mm 500 x 450 mm 500 x 500 mm 600 x 300 mm 600 x 350 mm 600 x 400 mm 600 x 450 mm 600 x 500 mm 600 x 600 mm
CHAPTER 26 - PIPE FITTING
SL.NO. 26.25.12 26.25.13 26.25.14 26.25.15 26.25.16 26.25.17 26.25.18 26.25.19 26.25.20 26.25.21 26.25.22 26.25.23 26.25.24 26.25.25 26.25.26 26.25.27 26.25.28
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 300 x 150 mm 300 x 200 mm 300 x 250 mm 350 x 200 mm 300 x 200 mm 350 x 300 mm 400 x 250 mm 400 x 300 mm 400 x 350 mm 450 x 350 mm 450 x 400 mm 500 x 350 mm 500 x 400 mm 500 x 450 mm 600 x 400 mm 600 x 450 mm 600 x 500 mm
26.26 Providing and laying sockets and spigot C.I. tapers increasing (medium class) of nominal diameter. 100 x 80 mm 26.26.1 125 x 80 mm 26.26.2 125 x 100 mm 26.26.3 150 x 80 mm 26.26.4 150 x 100 mm 26.26.5 150 x 125 mm 26.26.6 200 x 100 mm 26.26.7 200 x 125 mm 26.26.8 200 x 150 mm 26.26.9 26.26.10 250 x 125 mm 26.26.11 250 x 150 mm 26.26.12 250 x 200 mm 26.26.13 300 x 150 mm 26.26.14 300 x 200 mm 26.26.15 300 x 250 mm 26.26.16 350 x 200 mm 26.26.17 350 x 250 mm 26.26.18 300 x 350 mm 26.26.19 400 x 250 mm 26.26.20 400 x 300 mm 26.26.21 400 x 350 mm 26.26.22 450 x 350 mm 26.26.23 450 x 400 mm 26.26.24 500 x 350 mm 26.26.25 500 x 400 mm
UNIT Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
MSR 2011 Rs. 1,162.30 Rs. 1,272.30 Rs. 1,382.20 Rs. 1,507.90 Rs. 3,269.70 Rs. 3,521.20 Rs. 4,118.50 Rs. 4,432.90 Rs. 4,747.30 Rs. 5,313.20 Rs. 5,690.50 Rs. 6,099.20 Rs. 6,476.40 Rs. 6,885.10 Rs. 8,645.70 Rs. 0.00 Rs. 1,162.30
Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 219.90 Rs. 267.00 Rs. 298.40 Rs. 329.80 Rs. 361.30 Rs. 424.10 Rs. 471.20 Rs. 534.00 Rs. 596.90 Rs. 675.40 Rs. 596.90 Rs. 738.20 Rs. 973.80 Rs. 1,319.40 Rs. 1,319.40 Rs. 0.00 Rs. 2,923.80 Rs. 3,364.00 Rs. 3,615.50 Rs. 3,615.50 Rs. 0.00 Rs. 4,998.80 Rs. 5,533.30 Rs. 5,438.90 Rs. 5,973.40
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
UNIT Each Each Each Each
MSR 2011 Rs. 6,539.30 Rs. 7,639.70 Rs. 8,205.60 Rs. 9,023.00
Each Each Each Each Each Each Each Each Each Each
Rs. 329.80 Rs. 424.10 Rs. 596.90 Rs. 816.80 Rs. 1,068.10 Rs. 1,350.80 Rs. 1,617.80 Rs. 1,994.80 Rs. 2,371.80 Rs. 3,219.90
26.28 Providing and laying C.I. plugs (medium class) 200 mm 26.28.1 250 mm 26.28.2 300 mm 26.28.3 350 mm 26.28.4 400 mm 26.28.5 450 mm 26.28.6 500 mm 26.28.7 600 mm 26.28.8
Each Each Each Each Each Each Each Each
Rs. 204.20 Rs. 314.10 Rs. 439.80 Rs. 1,194.70 Rs. 1,603.40 Rs. 2,137.90 Rs. 2,546.60 Rs. 3,772.70
26.29 Providing and laying C.I. bends double flanged (medium class) 26.29.1 100 mm 26.29.1.1 (i) 900 26.29.1.2 (ii) 450
Each Each
Rs. 251.30 Rs. 267.00
26.26.26 26.26.27 26.26.28 26.26.29
DESCRIPTION OF ITEMS 500 x 450 mm 600 x 400 mm 600 x 450 mm 600 x 500 mm
26.27 Providing and laying C.I. collars (medium class) 26.27.1 26.27.2 26.27.3 26.27.4 26.27.5 26.27.6 26.27.7 26.27.8 26.27.9 26.27.10
125 mm 150 mm 200 mm 250 mm 300 mm 350 mm 400 mm 450 mm 500 mm 600 mm
26.29.2 26.29.2.1 26.29.2.2
125 mm (i) 900 (ii) 450
Each Each
Rs. 361.30 Rs. 361.30
26.29.3 26.29.3.1 26.29.3.2
150 mm (i) 900 (ii) 450
Each Each
Rs. 445.20 Rs. 486.00
26.29.4 26.29.4.1 26.29.4.2
200 mm (i) 900 (ii) 450
Each Each
Rs. 706.80 Rs. 769.60
26.29.5
250 mm
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
26.29.5.1 26.29.5.2
DESCRIPTION OF ITEMS (i) 900 (ii) 450
UNIT Each Each
MSR 2011 Rs. 1,021.00 Rs. 1,130.90
26.29.6 26.29.6.1 26.29.6.2
300 mm (i) 900 (ii) 450
Each Each
Rs. 1,413.60 Rs. 1,570.70
26.29.7 26.29.7.1 26.29.7.2
350 mm (i) 900 (ii) 450
Each Each
Rs. 3,867.00 Rs. 3,269.70
26.29.8 26.29.8.1 26.29.8.2
400 mm (i) 900 (ii) 450
Each Each
Rs. 5,093.10 Rs. 4,244.30
26.29.9 26.29.9.1 26.29.9.2
450 mm (i) 900 (ii) 450
Each Each
Rs. 6,319.20 Rs. 5,187.40
26.29.10 500 mm 26.29.10.1 (i) 900 26.29.10.2 (ii) 450
Each Each
Rs. 7,859.80 Rs. 6,539.30
26.29.11 600 mm 26.29.11.1 (i) 900 26.29.11.2 (ii) 450
Each Each
Rs. 12,324.10 Rs. 9,620.30
Each Each Each Each Each Each Each Each Each Each Each
Rs. 392.70 Rs. 534.00 Rs. 706.80 Rs. 1,099.50 Rs. 1,633.50 Rs. 2,293.20 Rs. 6,287.80 Rs. 8,237.00 Rs. 10,217.70 Rs. 13,015.70 Rs. 19,712.30
Each Each Each Each
Rs. 314.10 Rs. 361.30 Rs. 377.00 Rs. 455.50
26.30 Providing and laying flanged C.I. duck foot bend 90 (medium class) 100 mm 26.30.1 125 mm 26.30.2 150 mm 26.30.3 200 mm 26.30.4 250 mm 26.30.5 300 mm 26.30.6 350 mm 26.30.7 400 mm 26.30.8 450 mm 26.30.9 26.30.10 500 mm 26.30.11 600 mm 26.31 Providing and laying oil flanged C.I. tees (medium class) 26.31.1 26.31.2 26.31.3 26.31.4
80 x 80 mm 100 x 80 mm 100 x 100 mm 125 x 80 mm
CHAPTER 26 - PIPE FITTING
SL.NO. 26.31.5 26.31.6 26.31.7 26.31.8 26.31.9 26.31.10 26.31.11 26.31.12 26.31.13 26.31.14 26.31.15 26.31.16 26.31.17 26.31.18 26.31.19 26.31.20 26.31.21 26.31.22 26.31.23 26.31.24 26.31.25 26.31.26 26.31.27 26.31.28 26.31.29 26.31.30 26.31.31 26.31.32 26.31.33 26.31.34 26.31.35 26.31.36 26.31.37 26.31.38 26.31.39 26.31.40 26.31.41 26.31.42 26.31.43 26.31.44 26.31.45 26.31.46 26.31.47 26.31.48
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 125 x 100 mm 125 x 125 mm 150 x 80 mm 150 x 100 mm 150 x 125 mm 150 x 150 mm 200 x 80 mm 200 x 100 mm 200 x 125 mm 200 x 150 mm 200 x200 mm 250 x 80 mm 250 x 100 mm 250 x 125 mm 250 x 150 mm 250 x 200 mm 250 x 250 mm 300 x 80 mm 300 x 100 mm 300 x 125 mm 300 x 150 mm 300 x 200 mm 300 x 250 mm 300 x 300 mm 350 x 200 mm 350 x 250 mm 350 x 300 mm 350 x 350 mm 400 x 200 mm 400 x 250 mm 400 x 300 mm 400 x 350 mm 400 x 400 mm 450 x 250 mm 450 x 300 mm 450 x 350 mm 450 x 400 mm 450 x 450 mm 500 x 250 mm 500 x 300 mm 500 x 350 mm 500 x 400 mm 500 x 450 mm 500 x 500 mm
UNIT Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
MSR 2011 Rs. 502.60 Rs. 518.30 Rs. 549.70 Rs. 596.90 Rs. 612.60 Rs. 675.40 Rs. 879.60 Rs. 895.30 Rs. 942.40 Rs. 973.80 Rs. 1,053.40 Rs. 1,256.60 Rs. 1,272.30 Rs. 1,319.40 Rs. 1,366.50 Rs. 1,445.00 Rs. 1,555.00 Rs. 1,712.10 Rs. 1,743.50 Rs. 1,774.90 Rs. 1,822.00 Rs. 1,916.30 Rs. 2,026.20 Rs. 2,136.20 Rs. 4,778.70 Rs. 4,904.50 Rs. 5,344.60 Rs. 5,501.80 Rs. 5,942.00 Rs. 6,067.70 Rs. 6,539.30 Rs. 6,727.90 Rs. 6,948.00 Rs. 7,765.40 Rs. 7,293.80 Rs. 7,954.10 Rs. 8,142.70 Rs. 8,331.30 Rs. 8,834.40 Rs. 9,368.80 Rs. 9,588.90 Rs. 9,809.00 Rs. 9,997.60 Rs. 10,217.70
CHAPTER 26 - PIPE FITTING
SL.NO.
MANIPUR SCHEDULE OF RATES
UNIT Each Each Each Each Each Each
MSR 2011 Rs. 13,015.70 Rs. 13,330.10 Rs. 13,581.60 Rs. 13,770.30 Rs. 13,990.40 Rs. 14,493.40
26.32 Providing and laying all flanged C.I. crosses (medium class) of nominal diameter 80 mm 26.32.1 100 mm 26.32.2 125 mm 26.32.3 150 mm 26.32.4 200 mm 26.32.5 250 mm 26.32.6 300 mm 26.32.7
Each Each Each Each Each Each Each
Rs. 392.70 Rs. 502.60 Rs. 659.70 Rs. 863.90 Rs. 1,335.10 Rs. 1,932.00 Rs. 2,638.80
26.33 Providing and laying double flanged C.I. taper (medium class) 125 x 80 mm 26.33.1 125 x 100 mm 26.33.2 150 x 80 mm 26.33.3 150 x 100 mm 26.33.4 50 x 125 mm 26.33.5 200 x 100 mm 26.33.6 200 x 125 mm 26.33.7 200 x 150 mm 26.33.8 250 x 125 mm 26.33.9 26.33.10 250 x 150 mm 26.33.11 250 x 200 mm 26.33.12 300 x 150 mm 26.33.13 300 x 200 mm 26.33.14 300 x 250 mm 26.33.15 350 x 200 mm 26.33.16 350 x 250 mm 26.33.17 350 x 300 mm 26.33.18 400 x 250 mm 26.33.19 400 x 300 mm 26.33.20 450 x 350 mm 26.33.21 450 x 350 mm 26.33.22 450 x 300 mm 26.33.23 450 x 400 mm 26.33.24 500 x 350 mm 26.33.25 500 x 400 mm 26.33.26 500 x 450 mm
Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 282.70 Rs. 314.10 Rs. 329.80 Rs. 361.30 Rs. 392.70 Rs. 455.50 Rs. 486.90 Rs. 534.00 Rs. 596.00 Rs. 628.00 Rs. 722.50 Rs. 738.20 Rs. 832.50 Rs. 942.40 Rs. 2,483.70 Rs. 2,735.20 Rs. 3,018.10 Rs. 3,081.00 Rs. 3,395.40 Rs. 3,741.20 Rs. 3,678.40 Rs. 4,118.50 Rs. 4,495.80 Rs. 4,527.20 Rs. 4,935.90 Rs. 5,281.80
26.31.49 26.31.50 26.31.51 26.31.52 26.31.53 26.31.54
DESCRIPTION OF ITEMS 600 x 200 mm 600 x 350 mm 600 x 400 mm 600 x 450 mm 600 x 500 mm 600 x 600 mm
CHAPTER 26 - PIPE FITTING
SL.NO. 26.33.27 26.33.28 26.33.29
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 600 x 400 mm 600 x 450 mm 600 x 500 mm
UNIT Each Each Each
MSR 2011 Rs. 5,973.40 Rs. 6,287.80 Rs. 6,790.80
Each Each Each Each Each Each Each Each
Rs. 565.50 911 2420.8 2955.3 3646.9 4212.8 5124.6 6948
Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 172.80 Rs. 204.20 Rs. 267.00 Rs. 329.80 Rs. 549.70 Rs. 722.50 Rs. 942.40 Rs. 2,389.40 Rs. 2,892.40 Rs. 3,426.90 Rs. 4,715.90 Rs. 6,319.20
Each Each Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 154.10 Rs. 163.60 Rs. 238.50 Rs. 243.70 Rs. 323.30 Rs. 405.00 Rs. 491.00 Rs. 507.40 Rs. 660.80 Rs. 738.40 Rs. 781.90 Rs. 1,050.20 Rs. 1,247.30 Rs. 1,377.90
26.34 Providing and laying C.I flanged sockets (medium class) 26.34.1 26.34.2 26.34.3 26.34.4 26.34.5 26.34.6 26.34.7 26.34.8
200 mm 250 mm 300 mm 350 mm 400 mm 450 mm 500 mm 600 mm
26.35 Providing and laying C.I. flanged spigots (medium class) 26.35.1 26.35.2 26.35.3 26.35.4 26.35.5 26.35.6 26.35.7 26.35.8 26.35.9 26.35.10 26.35.11 26.35.12
80 mm 100 mm 125 mm 150 mm 200 mm 250 mm 300 mm 350 mm 400 mm 450 mm 500 mm 600 mm
26.36 Providing lead chalked/cement rubber gasket joint to spun iron of C.I. pipes and fitting i/c testing the joints and excluding the cost of lead/cement rubber gasket. 26.36.1 26.36.2 26.36.3 26.36.4 26.36.5 26.36.6 26.36.7 26.36.8 26.36.9 26.36.10 26.36.11 26.36.12 26.36.13 26.36.14
80 mm 100 mm 125 mm 150 mm 200 mm 250 mm 300 mm 350 mm 400 mm 450 mm 500 mm 600 mm 700 mm 800 mm
CHAPTER 26 - PIPE FITTING
SL.NO. 26.36.15
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS 900 mm
26.37 Supplying lead at site of work 26.38 Providing flanged joints to double flanged C.I. pipes and special i/c testing of joints. 80 mm 26.38.1 100 mm 26.38.2 125 mm 26.38.3 150 mm 26.38.4 200 mm 26.38.5 250 mm 26.38.6 300 mm 26.38.7 350 mm 26.38.8 400 mm 26.38.9 26.38.10 450 mm 26.38.11 500 mm 26.38.12 600 mm (K)
UNIT Each
MSR 2011 Rs. 1,625.21
Q
Rs. 10,505.30
Each Each Each Each Each Each Each Each Each Each Each Each
Rs. 82.10 Rs. 82.10 Rs. 82.10 Rs. 82.10 Rs. 82.10 Rs. 82.10 Rs. 242.80 Rs. 242.80 Rs. 304.70 Rs. 505.20 Rs. 622.60 Rs. 925.50
Each Each Each Each Each Each Each
Rs. 4,254.00 Rs. 5,649.14 Rs. 6,386.90 Rs. 8,360.40 Rs. 14,581.30 Rs. 16,619.70 Rs. 26,817.61
Each Each Each Each Each
Rs. 4,748.70 Rs. 6,930.30 Rs. 9,111.90 Rs. 13,247.20 Rs. 17,382.50
C.I. SLUICE VALVE
26.39 Providing and fixing C.I. sluice value class (I) (with cap) complete with bolts nuts rubber insertion etc. (the tail pieces if required shall be measured and paid separately) 26.39.1 26.39.2 26.39.3 26.39.4 26.39.5 26.39.6 26.39.7
80 mm 100 mm 125 mm 150 mm 200 mm 250 mm 300 mm
WATER STORAGE TANKS 26.40 Providing and fixing WATER STORAGE TANKS (Sintex) with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. 500 litres net capacity storage tanks 26.40.1 750 litres net capacity storage tanks 26.40.2 1000 litres net capacity storage tanks 26.40.3 1500 litres net capacity storage tanks 26.40.4 2000 litres net capacity storage tanks 26.40.5
CHAPTER 26 - PIPE FITTING
SL.NO. DESCRIPTION OF ITEMS (L) PAINTING OF WATER SUPPLY PIPES AND FITINGS
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
26.41 Painting of G.I. pipes and fittings with white paint of approved quality over a ready mixed priming coat of approval quality for new work. 15 mm dia pipe 26.41.1 20 mm dia pipe 26.41.2 25 mm dia pipe 26.41.3 32 mm dia pipe 26.41.4 40 mm dia pipe 26.41.5 50 mm dia pipe 26.41.6
Rm Rm Rm Rm Rm Rm
Rs. 8.80 Rs. 9.80 Rs. 13.00 Rs. 15.10 Rs. 18.30 Rs. 23.20
26.42 Repainting G.I. pipes and fittings with white paint of approved quality. 15 mm dia pipe 26.42.1 20 mm dia pipe 26.42.2 25 mm dia pipe 26.42.3 32 mm dia pipe 26.42.4 40 mm dia pipe 26.42.5 50 mm dia pipe 26.42.6
Rm Rm Rm Rm Rm Rm
Rs. 2.80 Rs. 3.30 Rs. 3.90 Rs. 5.50 Rs. 6.60 Rs. 8.70
26.43 Painting of G.I. pipe and fitting with two coats of anticorrosive bitumastic paint of approved quality. 15 mm dia pipe 26.43.1 20 mm dia pipe 26.43.2 25 mm dia pipe 26.43.3 32 mm dia pipe 26.43.4 40 mm dia pipe 26.43.5 50 mm dia pipe 26.43.6 60 mm dia pipe 26.43.7
Rm Rm Rm Rm Rm Rm Rm
Rs. 3.10 Rs. 3.70 Rs. 4.90 Rs. 6.10 Rs. 6.20 Rs. 9.70 Rs. 11.50
Each
Rs. 2,253.20
(M)
MASONARY CHAMBERS
26.44 Constructing masonry chamber 30 x 30 x 50 cm inside with 2nd class brick work (local first class) in cement mortar 1:5 (1 cement : 5 fine sand) for stop cock with C.I. surface box 100 x 100 x 75 mm (inside) with hinged covers fixed in cement concrete slab 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand)
CHAPTER 26 - PIPE FITTING
SL.NO. DESCRIPTION OF ITEMS 26.45 Construction masonry chamber with 2nd class brick work (local first class) in cement mortar 1:5 (1 cement : 5 fine sand) for sluice valve with C.I. surface box 100 mm top diameter and 180 mm deep (inside) with chained lid and R.C.C. top slab 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand) finished with a floating coat of neat cement complete. (i) 600 x 600 x 750 mm 26.45.1 (ii) 900 x 900 x 1000 mm 26.45.2 (iii) 1200 x 1200 x 1000 mm 26.45.3
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
Each Each Each
Rs. 6,766.50 Rs. 11,914.40 Rs. 16,316.80
CHAPTER 27 - PP-R PIPES FITTINGS
MANIPUR SCHEDULE OF RATES
PP-R (SFMC Brand) PIPES and FITTINGs
SH:
DESCRIPTION OF ITEMS
SL.NO.
UNIT
MSR 2011
PP-R (Poly Propylene Random Copolymer) PIPES AND FITTING 27.1
27.2
27.3
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 UV stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge. (Internal work exposed on wall) PN- pipe, 16 mm OD 27.1.1 PN- pipe, 20 mm OD 27.1.2 PN- pipe, 25 mm OD 27.1.3 PN- pipe, 32 mm OD 27.1.4 PN- pipe, 40 mm OD 27.1.5 PN- pipe, 50 mm OD 27.1.6
m m m m m m
Rs. 155.30 Rs. 185.00 Rs. 257.20 Rs. 382.70 Rs. 585.00 Rs. 886.90
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 UV stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c fixing the pipe the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer in Charge (Concealed work including cutting chases and making good the walls etc). PN- pipe, 16 mm OD 27.2.1 PN- pipe, 20 mm OD 27.2.2 PN- pipe, 25 mm OD 27.2.3 PN- pipe, 32 mm OD 27.2.4
m m m m
Rs. 198.40 Rs. 231.10 Rs. 321.00 Rs. 478.30
m m m m
Rs. 143.20 Rs. 167.50 Rs. 238.40 Rs. 355.20
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4 UV stabilized & antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings i/c trenching, refilling & testing of joints complete as per direction of Engineer in Charge. (External work) 27.3.1 27.3.2 27.3.3 27.3.4
PN- pipe, 16 mm OD PN- pipe, 20 mm OD PN- pipe, 25 mm OD PN- pipe, 32 mm OD
165 / 250
CHAPTER 27 - PP-R PIPES FITTINGS
SL.NO. 27.3.5 27.3.6 27.3.7 27.3.8 27.3.9 27.3.10 27.3.11
MANIPUR SCHEDULE OF RATES
DESCRIPTION OF ITEMS PN- pipe, 40 mm OD PN- pipe, 50 mm OD PN- pipe, 63 mm OD PN- pipe, 75 mm OD PN- pipe, 90 mm OD PN- pipe, 110 mm OD PN- pipe, 160 mm OD
166 / 250
UNIT m m m m m m m
MSR 2011 Rs. 541.10 Rs. 843.10 Rs. 1,312.50 Rs. 1,802.60 Rs. 2,653.20 Rs. 3,927.90 Rs. 8,140.20
CHAPTER 28 - PeAlPe PIPES FITTINGS
MANIPUR SCHEDULE OF RATES
Pe-Al-Pe (KiTEC Brand) PIPES and FITTINGs
SH:
DESCRIPTION OF ITEMS
SL.NO.
UNIT
MSR 2011
Polyethelene-Aluminium-Polyethelene (Pe-Al-Pe) Pipes and Fittings 28.1
Providing and fixing Polyethelene-AluminiumPolyethelene (Pe-Al-Pe) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand tempereature up to 80 degrees centigrade including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers and connectors, etc., with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of the Engineer in Charge. Internal work - Exposed on wall. 28.1.1 28.1.2 28.1.3 28.1.4 28.1.5
1216 (16 mm OD) pipe 1620 (20 mm OD) pipe 2025 (25 mm OD) pipe 2532 (32 mm OD) pipe 3240 (40 mm OD) pipe
m m m m m
Rs. 53.70 Rs. 59.10 Rs. 263.10 Rs. 345.30 Rs. 455.50
m m m m
Rs. 61.50 Rs. 61.50 Rs. 315.80 Rs. 414.60
and fixing Polyethelene-Aluminium28.2 Providing Polyethelene (Pe-Al-Pe) Composite Pressure Pipes conforming to IS - 15450 U.V. stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand tempereature up to 80 degrees centigrade including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers and connectors, etc., with clamps at 1.00 m spacing. This includes the cost of of cutting chases and including testing of joints complete as per direction of the Engineer in Charge (Concealed work including cutting chases and making good the walls etc). 28.2.1 28.2.2 28.2.3 28.2.4
1216 (16 mm OD) pipe 1620 (20 mm OD) pipe 2025 (25 mm OD) pipe 2532 (32 mm OD) pipe
CHAPTER 28 - PeAlPe PIPES FITTINGS
DESCRIPTION OF ITEMS SL.NO. and fixing Polyethelene-Aluminium28.3 Providing Polyethelene (Pe-Al-Pe) Composite Pressure Pipes conforming to IS - 15450 - 2004 U.V. stabilised with carbon black having thermal stability for hot and cold water supply, capable to withstand tempereature up to 80 degrees centigrade including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers and connectors, etc., with trenching, refilling and testing of joints complete as per direction of the Engineer in Charge. (External work) 28.3.1 28.3.2 28.3.3 28.3.4 28.3.5
1216 (16 mm OD) pipe 1620 (20 mm OD) pipe 2025 (25 mm OD) pipe 2532 (32 mm OD) pipe 3240 (40 mm OD) pipe
MANIPUR SCHEDULE OF RATES
UNIT
MSR 2011
m m m m m
Rs. 35.70 Rs. 35.70 Rs. 228.40 Rs. 311.10 Rs. 404.30
MANIPUR SCHEDULE OF RATES
MANIPUR SCHEDULE OF RATES 2011 QUANTITY OF MATERIALS FOR CEMENT MORTAR Sl. No.
1 2 3 4 5 6 7 8 9 10 11 12 13 14
15 16 17
Description
CEMENT MORTAR 1:1 (1 cement : 1 fine sand) 1:2 (1 cement : 2 fine sand) 1:3 (1 cement : 3 fine sand) 1:4 (1 cement : 4 fine sand) 1:5 (1 cement : 5 fine sand) 1:6 (1 cement : 6 fine sand) 1:2 (1 cement : 2 coarse sand) 1:3 (1 cement : 3 coarse sand) 1:4 (1 cement : 4 coarse sand) 1:5 (1 cement : 5 coarse sand) 1:6 (1 cement : 6 coarse sand) 1:6 (1 cement : 2 marble dust) 1:5 (1 cement : 5 marble dust) WHITE CEMENT MORTAR 1:2 (1 w/cement : 2 marble dust) CEMENT MORTAR 1:3 (1 cement : 3 marble dust) 1:5 (1 cement : 5 marble dust) 1:6 (1 cement : 6 marble dust)
CEMENT CONCRETE Sl. No. Description
a b c d e f g h i j k l
1 P/L cement concrete in foundation & plinth excluding the cost of centering & shuttering. 1:1:2 (1 c : 1 c/s : 2 g/st/agg. 20 mm) 1:1.5:3 (1 c : 1 c/s : 3 g/st/agg. 20 mm) 1:2:4 (1 c : 2 c/s : 4 g/st/agg. 20 mm) 1:2:4 (1 c : 2 c/s : 4 g/st/agg. 40 mm) 1:3:6 (1 c : 3 c/s : 6 g/st/agg. 20 mm) 1:3:6 (1 c : 3 c/s : 6 g/st/agg. 20 mm) 1:3:6 (1 c : 3 c/s : 6 g/st/agg. 40 mm) 1:4:8 (1 c : 4 c/s : 8 g/st/agg. 20 mm) 1:4:8 (1 c : 4 c/s : 8 g/st/agg. 40 mm) 1:5:10 (1 c : 5 c/s : 10 g/st/agg. 20 mm) 1:5:10 (1 c : 5 c/s : 10 g/st/agg. 40 mm) 1:6:12 (1 c : 6 c/s : 12 g/st/agg. 20 mm) 2 Providing & laying cement concrete in walls excluding the cost of centering & shuttering.
Unit
Remarks Material Sand Cement (Cum) (MT)
3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum
3.06 2.05 2 1.14 0.92 0.76 2.05 1.53 1.14 0.92 0.76 2.05 0.92
2.14 2.85 3.21 3.21 3.21 3.21 2.85 3.21 3.21 3.21 3.21 2.85 (M/dust) 3.21 (M/dust)
3 cum
2.05
2.85 (M/dust)
3 cum 3 cum 3 cum
1.53 0.92 0.76
3.21 (M/dust) 3.21 (M/dust) 3.21 (C/sand)
Unit
Agregate cum
3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum
2.55 2.55 2.67 2.47 2.82 2.61 2.61 2.61 2.61 2.61 2.61 2.82
Sand cum
1.28 1.2 1.39 1.24 1.41 1.3 1.3 1.3 1.3 1.3 1.3 1.41
Cement MT
1.83 1.21 0.95 0.88 0.67 0.62 0.62 0.47 0.47 0.37 0.37 0.34
a b c d e f g h i j k l
a b c d e f g
1:1:2 1:1.5:3 1:2:4 1:2:4 1:3:6 1:3:6 1:3:6 1:4:8 1:4:8 1:5:10 1:5:10 1:6:12
(1 c : 1 c/s : 2 g/st/agg. 20 mm) (1 c : 1 c/s : 3 g/st/agg. 20 mm) (1 c : 2 c/s : 4 g/st/agg. 20 mm) (1 c : 2 c/s : 4 g/st/agg. 40 mm) (1 c : 3 c/s : 6 g/st/agg. 20 mm) (1 c : 3 c/s : 6 g/st/agg. 40 mm) (1 c : 3 c/s : 6 g/st/agg. 40 mm) (1 c : 4 c/s : 8 g/st/agg. 40 mm) (1 c : 4 c/s : 8 g/st/agg. 40 mm) (1 c : 5 c/s : 10 g/st/agg. 40 mm) (1 c : 5 c/s : 10 g/st/agg. 40 mm) (1 c : 6 c/s : 12 g/st/agg. 20 mm)
3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum
3 Providing and laying cement concrete in columns piers…..etc. excluding the cost of centering and shuttering. 1:1:2 (1 c : 1 c/s : 2 g/st/agg. 20 mm) 1:1.5:3 (1 c : 1 c/s : 3 g/st/agg. 20 mm) 1:2:4 (1 c : 2 c/s : 4 g/st/agg. 20 mm) 1:2:4 (1 c : 2 c/s : 4 g/st/agg. 40 mm) 1:3:6 (1 c : 3 c/s : 6 g/st/agg. 20 mm) 1:3:6 (1 c : 3 c/s : 6 g/st/agg. 40 mm) 1:4:8 (1 c : 4 c/s : 8 g/st/agg. 40 mm)
3 cum 3 cum 3 cum 3 cum 3 cum 3 cum 3 cum
**
Detail of cost of 1.00 Cum 20 mm
40 mm
MANIPUR SCHEDULE OF RATES
0.65 0.24
2.55 2.55 2.67 2.47 2.82 2.61 2.61 2.61 2.61 2.61 2.61 2.82
1.28 1.2 1.39 1.24 1.41 1.3 1.3 1.3 1.3 1.3 1.3 1.41
1.83 1.21 0.95 0.88 0.67 0.62 0.62 0.47 0.47 0.37 0.37 0.34
2.55 2.55 2.67 2.47 2.82 2.61 2.61
1.28 1.2 1.39 1.24 1.41 1.3 1.3
1.83 1.21 0.95 0.88 0.67 0.62 0.47
0.47 0.17
QUANTITY OF MATERIALS FOR BRICK WORK Sl. No. Description
Unit
Material Brick (Nos)
Mortar
1 2 3 4
2nd class (Local 1st class) 1:3 (1 cement : 3 fine sand) 1:4 (1 cement : 4 fine sand) 1:5 (1 cement : 5 fine sand) 1:6 (1 cement : 6 fine sand)
1 Cum 1 Cum 1 Cum 1 Cum
500 Nos 500 Nos 500 Nos 500 Nos
25.00 Cudm 25.00 Cudm 25.00 Cudm 25.00 Cudm
5 6 7 8
1:3 (1 cement : 3 coarse sand) 1:4 (1 cement : 4 coarse sand) 1:5 (1 cement : 5 coarse sand) 1:6 (1 cement : 6 coarse sand)
1 Cum 1 Cum 1 Cum 1 Cum
500 Nos 500 Nos 500 Nos 500 Nos
25.00 Cudm 25.00 Cudm 25.00 Cudm 25.00 Cudm
IN SUPERSTRUCTURE (EXTRA FOR BRICK WORK IN) 9 In circular pillars. 1 Cum 10 Radius not exceeding 6 m 1 Cum 11 Making tapered surface of Tapered wall (1:4) 3 m long/3 m high
104 Nos 26 Nos 180 Nos
12 13 14 15
16
17
18 19
20
21
HALF BRICK MASONARY 2ND CLASS 1:3 in super…… 1:4 in super….. Honey comb brick work (75 mm)… C/mortar 1:4 (1 c : 4 c/s) Providing (75 mm) thick 2nd class (local 1st class) brick drip coarse at junctions of roofs, walls in cement 1:4 Providing (125 mm) thick (75 mm) projected 2nd class (local 1st class) brick staring coarse… 1:;;4 (1 cement : 4 fine sand) Mouldings & Cornics….c.p. 1:4 (1 cement : 4 fine sand) girth to be measured …. Detail of cost of 30.40 m. 125 mm projection 25 mm depth 0.82 m Cum. Extra for forming cavity 5 cm to 7.5 cm …. As per approved design. Providing half brick masonary 2nd class … in cement mortar 1:3 (1 cement : 3 coarse sand) in … felt two 3 grade. 2nd class (local 1st class) brick work in plain arches in … cement mortar 1:4 … ring & shuttering complete. 2nd class (local 1st class) brick work in gauged arches in superstructure in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and shuttering complete.
QUANTITY OF MATERIALS FOR STONE WORK Sl. No. Description
1 2 3 4 5 6 7 8 9 10
11
Dressing of sand stone In plain ashlar cyclopean In sunk or moulded work In ashlar punched (ordinary) In arch … Moulded work for ashlar …. Curved columns in veneer work (avg. 40 to 50 mm) fixing charges for stone in veneer work Pointing Random rubble masonary … rate of two per square metre Polygonal rubble masonry/R.R… 1:67:12 (1 cement : 6 fine sand : 12 stone aggregate 20 mm) Polygonal rubble masonry/R.R masonry C.C. 1:67:12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm)
MANIPUR SCHEDULE OF RATES
10 Sqm 10 Sqm 1 Sqm
500 Nos 500 Nos
25.00 Cudm 25.00 Cudm 0.066 Cum of brick work
30.40 Rm
0.59 Cum of brick work
30.40 Rm
0.59 Cum of brick work
10 Sqm 1.10 Rm
2.70 Sqm of
Half brick work
1 Cum
500 Nos
25.00 Cudm
1 Cum
596 Nos
25.00 Cudm
Unit
Material Quantity
Mortar
10 Cudm 10 Cudm 10 Cudm 10 Cudm 10 Cudm
1 Sqm 10 Cudm 1.00 Cum 1.16 Cum 1.00 Cum 1.16 Cum
1:6 0.33
1.00 Cum 1.16 Cum
1:6 0.33
12 Polygonal rubble masonry/R.R masonry C.C. 1:67:12 (1 cement : 6 coarse sand : 12 stone aggregate 20 mm) 13 Extra for R.R. masonry (uncoarsed/… approved quality in circular pillars. 14 Extra for polygonal rubble masonry/… curved on plan… not exceeding 6 m. 15 Squared … (1st sort) with hard stone (i) Cement mortar 1:6 (1 cement : 6 fine sand) (ii) Cement mortar 1:6 (1 cement : 6 coarse sand)
(i) (ii)
16 Squared rubble … hard stone of Cement mortar 1:6 (1 cement : 6 fine sand) Cement mortar 1:6 (1 cement : 6 coarse sand)
17 (i) (ii) (iii) 18 (a) (b) 19 20 (a) (b) 21
Extra for squared rubble… Square rectangular pillars Circular pillars Curved on plan… exceeding 6 m. Precast block masonry… approved … Hollow block having … 50% of … Precast conc. Block … 10 cm … Extra for precast conc… (solid or hollow)… Works above plinth level upto floor two level Additional lift above floor two level Providing and fixing hard stone of … cement mortar 1:2 (1 cement : 2 coarse sand) 22 Stone work in copings, cornices, string… cement mortar 1:2 (1 white cement : 2 st.)
Sl. No. Description
MANIPUR SCHEDULE OF RATES
1.00 Cum 1.16 Cum
1.00 Cum 0.29 Cum 1.00 Cum 1.10 Cum
1.00 Cum 1.37 Cum 1.00 Cum 1.37 Cum
1:6 0.30 1:6 0.30
1.00 Cum 1.26 Cum 1.00 Cum 1.26 Cum
1:6 0.30 1:6 0.30
1.00 Cum 1.00 Cum 2.00 Cum 2.40 Cum 10.00 Sqm
1:6 0.33 1:6 0.234 1:4 0.325
0.32 Cum 0.11 Cum 4.84 Rm 4.37 Rm 4.84 Rm
1.00 Cum 1.00 Cum 28 Cudm 30.00 Cudm 6.75 Cudm
Unit
Material Quantity
23 Stone work for wall lining etc. (veneer… 1:3 (1 cement : 3 coarse sand) including pointing… (i) (ii) (iii) (iv) 24 25 26 27 28 29 30
40 mm thick 50 mm thick 60 mm thick 70 mm thick Extra for stone … not exceeding 6 m. Extra for laying stone work… cost of pumping or bailing out water Extra for laying stone work in or … Boulder filling dry hand packed tightly… wire crates apron bunds (wire crates to be… Boulder filling dry hand packed tightly… as crates vertical bunds with sloping face Cutting openings through walls for doors, rubbish off the premises. Extra for under pinning of walls with…
1:3 0.33
1.00 Sqm 1.00 Sqm 1.00 Sqm 1.00 Sqm 1.00 Sqm 0.30 Rm
53.32 Cudm 66.65 Cudm 80.00 Cudm 93.31 Cudm
1.00 Cum 1.00 Cum 1.16 Cum 1.00 Cum 1.16 Cum 1.00 Cum 1.00 Cum
Mortar
31 Forming jambs to openings with hard stone existing work complete 32 Making good undersills (or over arches… i/c all pinnings when necessary).
1.00 Sqm 1.00 Sqm
MANIPUR SCHEDULE OF RATES
MANIPUR SCHEDULE OF RATES
QUARRY LEAD OF STONE BOULDER/ AGGREGATE QUARRY 1 2 3 4
Kanglatonbi Itok quarry Chakpi River (Chakpikarong) Thongjaorok (Bishnupur)
290 km NH -39 + 2 km for approach 8 km from Yairipok + 12 km for approach 12 km from Sugnu + 2 km for approach 28 km from Imphal + 3 km for approach
SAND / STONE SINGLE QUARRY 1 2 3 4 5 6 7
Sekmai quarry Nongpok Sekmai Quarry Itok Quarry Serou Quarry Barak Irang Noney
298 km NH - 39 + 1 km for approach 8 km from Thoubal + 8 km for approach 8 km from Yairipok + 2 km for approach 4 km from Sugnu + 1 km for approach 142 km on NH-53 99 km NH-53 + 2 km for approach 63 km NH-53 + 2 km for approach
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
DISTANCES Mao Senapati P.W.D. store Khongnang Karak (NH-39) North A.O.C. (Imphal) Imphal (near Treasury Office) Singjamei Lilong Thoubal Khongjom Kakching Lamkhai Pallel Tengnoupal Lokchao Moreh
214 km on NH - 39 260 km on NH - 39 316 km on NH - 39 317 km on NH - 39 318 km on NH - 39 320 km on NH - 39 323.33 km on NH - 39 331 km on NH - 39 342 km on NH - 39 353 km on NH - 39 360 km on NH - 39 366 km on NH - 39 390 km on NH - 39 407 km on NH - 39 430 km on NH - 39
MANIPUR SCHEDULE OF RATES
SL.NO.
DESCRIPTION OF ITEMS
UNIT
Quantity of Bitmen to be used
15.14 Providing & applying evenly a priming/tack coat with bitumen (80/100). 15.14.1 10 kg/10sqm 15.14.2 5 kg/10sqm
Sqm Sqm
0.005
15.15 Surface dressing one coat with bitumen (80/100) using 18 kg of bitumen per sqm with 0.15 cum of stone aggregate 12 mm nominal size per 10 sqm of road surface & rolling complete. 15.15.1 Using bitumen (80/100)
Sqm
0.018
15.16 Surface dressing renewal coat with bitumen using 11kg of bitumen (80/100) per 10 sqm with 0.10 cum of stone aggregate 10 mm nominal size per 10 sqm of road surface & rolling complete. 15.16.1 Using bitumen (80/100)
Sqm
0.011
Sqm
0.029
15.18 2 cm consolidated thick single coat premix carpet surfacing with 0.27 cum of stone chippings (12 mm size 0.18 cum & 10 mm size 0.09 cum) mixed with 14.6 kg of binder per 10 sqm of road surface & rolling complete. 15.18.1 Using bitumen (80/100)
Sqm
0.0146
15.19 Liquid seal coat IRC type A with 0.09 cum. of stone chipping 6 mm nominal size & 9.8 kg of bitumen per10.00 sqm of road surface. 15.19.1 Using bitumen (80/100)
Sqm
0.0098
0.01
15.17 Surface dressing simultaneous two coats with bitumen using 18 kg of bitumen for 10 sqm with 0.15 cum of stone chipping 12 mm nominal size per 10 sqm for the first coat & 11 kg of bitumen per 10 sqm with 0.10 cum of stone chippings 10 mm nominal size per 10 sqm of road surface for the 2nd coat & rolling complete. 15.17.1
Using bitumen (80/100)
15.20 Premix seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen per 10.00 sqm of road surface. 15.20.1 Using bitumen (80/100)
Sqm
0.0068
15.21 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "A" with 0.09 cum of stone chipping 6.3 mm nominal size and 9.8 kg of bitumen 80/100 per 10.00 sqm of road surface. Sqm 15.22 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.5 mm size 0.18 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of stone chipping 6.3 mm nominal size and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface. Sqm 15.23 Painting one coat (Surface dressing) with bitumen emulsion (Min. 50 % bitumen contents) of approved quality using 2.25 kg per sqm Of bitumen emulsion with 1.5 cum of stone agg.12.5 mm nominal size per sqm of road surface .
Sqm
15.24 2 cm premix carpet surfacing with 2.5 cum of stone aggregate 10 mm nominal size per 100 sqm and bitumen emulsion (min. 60 % bitumen contents) of approved quality using 95 kg per cum of aggregate including a tack coat of 1 kg bitumen emulsion per sqm of road surface
Sqm
15.25 Providing seal coat with paving bitumen emulsion of approved quality using 1.5 kg of bitumen per sqm with 1.05 cum of stone aggregate 10.0 mm nominal size per 100 sqm of road surface.
Sqm
0.0225
15.26 2 cm consolidated thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping 12.0 mm size 0.19 cum and 10 mm size 0.09 cum mix with 14.6 kg of binder per 10.00 sqm of road surface and rolling complete including a seal coat IRC type "B" with 0.06 cum of fine aggregate and 6.8 kg of bitumen 80/100 per 10.00 sqm of road surface using H.M. plant & paver finisher.
Sqm
15.27 Providing and laying bituminous macadam of 50 mm as per clause 504.1 of "MOST" specification for base course with binder content @ 4% by weight of total mix including preparation of bases including filling of pot holes, cleaning the surface with wire brushes etc. and providing suitable edge supports heating of binder and aggregate handling of materials, screening, mixing, in hot mix plant conforming and transporting laying and finishing with paver finisher to the required level, grade and camber, rolling by power roller etc. complete including running expenses of all plants. Sqm cum MT 15.28 Providing 25mm thick semi-dense carpeting course aggregate fine aggregate and filler required grading conforming to Table 500.11 of IRC specification in sufficient to yield specified thickness after compaction including through dressing of surface, screening and cleaning of stone materials making component including coarse aggregate, fine aggregate and filler to obtain homogeneous mixture with requisite quantity of binder @ 5.50% by weight to mix, mixing the quantity in hot mix plant conforming to IS 3066 and laying the mixture uniformly to specified grade line and cross section over the existing surface.
Sqm
15.29 Providing & laying 12 mm thick Mix seal surfacing @ 0.18 cum per 10 sqm of road surface using bitumen for tack coat @ 5 kg per 10 sqm and for mixing @ 4.5 % to be done by Hot Mix plant and paver finisher. Sqm
15.30 Providing & laying 20 mm thick semi dense carpet (SDC) @ 0.27 per 10 sqm of road surface using bitumen for tack coat @ 5kg per 10 sqm and for mixing @ 5 % of mix by using H.M. plant and paver finisher. Sqm 15.31 Providing and laying 20 mm thick single coat pre-mix carpet surfacing with 0.27 cum stone chipping (0.135 cum of 10 mm to 12 mm size and 0.135 cum of 6 mm and down gauge size) per 10.00 sqm of road surface using bitumen for mixing @ 16 kg/10 sqm (Approx. 4%) of road surface using Hot Mix Plant and paver finisher etc. i/c providing and applying a priming /tack coat @ 5 kg/10 sqm of road surface. Sqm 15.32 7.5 cm thick bituminous built up, spray grout macadam using 0.50 cum of stone aggregate of 25 mm nominal size per 10 sqm of road surface spread and roller over a tack coat at the rate of 10 kg of bitumen per 10 sqm for the first coat and 0.50 cum of 25 mm nominal size stone aggregate per 10 sqm spread and rolled immediately after spreading hot bitumen at 15 kg per 10 sqm for the 2nd coat and applying a binder coat of 0.13 cum of key stone aggregate 12.5 mm nominal size per 10 sqm spread broomed and immediately after spraying of bitumen binder of approved quality at 15 kg per 10 sqm complete. 15.32.1
Using bitumen (80/100)
15.37 Repairing pot holes (any depth) not exceeding 1 sqm each (executed in connection with repairing including sweeping free from dust and mud scouring sunken surface in road paths etc. cutting around edges to at least 25 mm in depth and making 80/100 @ 20kg per 10 sqm binded with chippings 12.5 mm size and again well rammed. 15.37.1 Including supply of premixed macadam binder and chippings
Sqm
Sqm
MANIPUR SCHEDULE OF RATES
SH:
EARTH WORK UNIT
MSR 2011
sqm
Rs. 1.90
each each each each
Rs. 112.10 Rs. 399.70 Rs. 1,783.95 Rs. 3,741.50
Clearing grass and removal of the rubbish upto a distance of 50 metre outside the periphery of the area cleared.
sqm
Rs. 1.60
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 cm and lift upto 1.5 metres 1.4.1 Loose/Soft Soil 1.4.2 Hard/Dense Soil.
sqm sqm
Rs. 4.30 Rs. 6.70
SL.NO. 1.1
1.2
DESCRIPTION OF ITEMS Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 300 cm measured at a height of 1 metre above ground level and removal of rubbish upto a distance of 50 metre, outside the periphery of the area cleared. Felling tree of girth measured at a height of 1 m above ground level including cutting of trunks and branches removing of root and stacking of serviceable materials and disposal of unserviceable materials. 1.2.1 1.2.2 1.2.3 1.2.4
2.3
1.4
1.5
Beyond 30 cm and upto 60 cm in girth Beyond 60 cm and upto 120 cm in girth Beyond 120 cm and upto 240 cm in girth Above 240 cm in girth
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 metres in width as well as 10 sqm on plan i/c disposal of excavated earth lead upto 50 m and lift upto 1.5 m disposal soil to be levelled and neatly dressed in 1.5.1 1.5.2 1.5.3
Loose/Soft Soil Hard/Dense Soil. Hard Shale
sqm sqm sqm
Rs. 14.20 Rs. 19.60 Rs. 30.80
1.6.1 1.6.2 1.6.3
Loose/Soft Soil Hard/Dense Soil. Hard Shale
cum cum cum
Rs. 59.00 Rs. 80.10 Rs. 128.20
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO. 1.7
DESCRIPTION OF ITEMS
1.9
cum cum
Rs. 272.10 Rs. 540.60
cum cum cum
Rs. 55.70 Rs. 78.10 Rs. 119.80
cum cum
Rs. 254.50 Rs. 531.00
cum cum cum
Rs. 63.60 Rs. 81.70 Rs. 131.60
cum cum
Rs. 290.80 Rs. 484.30
Excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed soil to be leveled and neatly dressed. Ordinary Rock Hard Rock requiring blasting
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres 1.10.1 1.10.2 1.10.3
1.11
Ordinary Rock Hard Rock requiring blasting
Earth work in excavation in hill cutting including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres disposed earth to be leveled and neatly dressed. 1.8.1 Loose/Soft Soil 1.8.2 Hard/Dense Soil. 1.8.3 Hard Shale
1.9.1 1.9.2 1.10
MSR 2011
Excavation over areas exceeding 30 cm in depth 1.5 metres in width as well as 10 sqm on plan including disposal of excavated earth lead upto 50 metres and lift upto 1.5 metres, disposed soil to be levelled and neatly dressed. 1.7.1 1.7.2
1.8
UNIT
Loose/Soft Soil Hard/Dense Soil. Hard Shale
Excavation as foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil as directed within a lead of 50 metres in 2.11.1 2.11.2
Ordinary Rock Hard Rock requiring blasting
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO. 1.12
1.13
1.14
UNIT
MSR 2011
Earth work in rough excavation banking excavated earth in layer not exceeding 20cm depth, breaking clods, watering rolling each layer with 1/2 tonne roller or wooden or steel rammer rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floods banks guide banks and filling up ground, depression lead upto 50 metres and lift upto 1.5 m in 1.12.1.1 Loose/Soft Soil 1.12.1.2 Hard/Dense Soil. 1.12.1.3 Hard Shale 1.12.2.1 Loose/Soft Soil (without roller) 1.12.2.2 Hard/Dense Soil.(without roller) 1.12.2.3 Hard Shale (without roller)
cum cum cum cum cum cum
Rs. 62.60 Rs. 81.30 Rs. 128.00 Rs. 49.10 Rs. 65.40 Rs. 105.60
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up embankment for roads, floodbanks, marginal banks and guide banks and filling up ground depression, lift upto 1.5 metre and without lead. 1.13.1.1 Loose/Soft Soil 1.13.1.2 Hard/Dense Soil. 1.13.1.3 Hard Shale
cum cum cum
Rs. 53.30 Rs. 72.00 Rs. 112.10
1.13.2.1 Loose/Soft Soil (without roller) 1.13.2.2 Hard/Dense Soil.(without roller) 1.13.2.3 Hard Shale (without roller)
cum cum cum
Rs. 40.50 Rs. 56.90 Rs. 97.00
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmost layer with power roller of minimum 8 tonne and dressing up in embankment for roads marginal banks flood banks and guide bank lead upto 50 metres and lift upto 1.5 metre 1.14.1 Loose/Soft Soil 1.14.2 Hard/Dense Soil.
cum cum
Rs. 46.40 Rs. 55.80
DESCRIPTION OF ITEMS
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO. 1.15
1.16
1.17
1.18
UNIT
MSR 2011
Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre
cum
Rs. 65.80
Clearance of land slips in all type of soils hill road i/c disposal of excavated soil, rubbish etc. upto a lead of 50 metres
cum
Rs. 57.40
Extra for every additional lift of 1.5 metres or part thereof in 1.17.1 Loose/Soft or Hard/Dense Soil 1.17.2 Ordinary or Hard Rock
cum cum
Rs. 10.20 Rs. 18.10
cum
Rs. 61.10
cum cum
Rs. 100.27 Rs. 155.90
cum
Rs. 69.70
cum cum
Rs. 113.80 Rs. 177.70
Extra over item No. 18 (for length exceeding1.5 metres in depth but not exceeding 3 metres depth)
cum
Rs.42.50
Extra over item No. 18 (for length exceeding 3 metres depth)
cum
Rs.49.20
DESCRIPTION OF ITEMS
Excavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides ramming of bottoms depth upto 1.5 metres including getting out the excavated soil and then returning the soils as required in layers not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming and watering etc. and disposal of surplus excavated soil as directed within a lead of 50 metres 1.18.1 Loose/Soft Soil 1.18.1.1 Pipes, cables etc. not exceeding 75 mm dia. 1.18.1.2 Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. 1.18.1.3 Pipes, cables etc. exceeding 300 mm dia. 1.18.2 Hard/Dense Soil. 1.18.2.1 Pipes, cables etc. not exceeding 75 mm dia. 1.18.2.2 Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. 1.18.2.3 Pipes, cables etc. exceeding 300 mm dia.
1.19 1.20
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO. 1.21
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 200.00
cum cum
Rs. 494.50 Rs. 572.20
cum
Rs. 692.00
cum cum
Rs. 761.60 Rs. 876.30
Extra over item No. 21 (for length exceeding1.5 metres in depth but not exceeding 3 metres)
cum
Rs.394.10
Extra over item No. 21 (for length exceeding 3 metres depth)
cum
Rs.2,043.50
In or under water and/or liquid mud In or under foul position
cum cum
20% Rs. 0.25
Open timbering in trenches including strutting and shoring complete (measurement to be taken of theface area timbered). 1.25.1 Depth not exceeding 1.5 metre 1.25.2 Depth exceeding 1.5 m but not exceeding 3m. 1.25.3 Depth exceeding 3 metres
sqm
Rs. 130.80
sqm sqm
Rs. 134.20 Rs. 139.00
sqm
Rs. 115.80
Excavating trenches of required width for pipes, cables etc. including excavation for sockets and depth upto 1.5 metres i/c getting out the excavated materials, returning the soil as required in layer not exceeding 20 cm in depth i/c consolidating each deposited layer by ramming watering etc. serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 metres 1.21.1 Ordinary Rock 1.21.1.1 Pipes, cables etc. not exceeding 75 mm dia. 1.21.1.2 Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. 1.21.1.3 Pipes, cables etc. exceeding 300 mm dia. 1.21.2 Hard Rock requiring blasting 1.21.2.1 Pipes, cables etc. not exceeding 75 mm dia. 1.21.2.2 Pipes, cables etc. exceeding 75 mm dia. but not exceeding 300 mm dia. 1.21.2.3 Pipes, cables etc. exceeding 300 mm dia.
1.22
1.23 1.24
Extra rates for quantities of work executed 1.24.1 1.24.2
1.25
1.26
Open timbering in case of shafts, walls, cesspits, manholes and like including strutting and shoring complete (measurement to be taken of the face area timbered). 1.26.1
Depth not exceeding 1.5 m
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO.
DESCRIPTION OF ITEMS 1.26.2 1.26.3
1.27
1.29
Rs. 120.80 Rs. 126.30
sqm
Rs. 79.80
sqm
Rs. 450.00
Depth not exceeding 1.5 m Depth exceeding 1.5 m but not exceeding 3 m Depth exceeding 3 m
sqm
Rs. 259.20
sqm sqm
Rs. 263.70 Rs. 274.30
sqm
Rs. 265.40
sqm sqm
Rs. 271.60 Rs. 284.80
sqm
Rs. 227.30
sqm
Rs. 233.10
sqm
Rs. 263.90
Close timbering in case of shafts well, catch-pit manholes and the like including strutting, shoring and packing cavities (wherever required) complete (measurement to be taken on the face area timbered) 1.30.1 1.30.2 1.30.3
1.32
sqm sqm
Close timbering in trenches including, strutting, shoring and packing cavities (wherever required) complete (measurement to be taken of the face area timbered)
1.29.3
1.31
Depth not exceeding 1.5 m
Extra for planking and strutting in open timbering if required to be left permanently in position (Face area of the timber permamently left to be measured).
1.29.1 1.29.2
1.30
MSR 2011
Open timbering over areas including strutting, shorting and use and waste of ranking shores, complete (measurement to be taken of the face area timbered). 1.27.1
1.28
Depth exceeding 1.5 m but not exceeding 3 m Depth exceeding 3 m
UNIT
Depth not exceeding 1.5 m Depth exceeding 1.5 m but not exceeding 3 m Depth exceeding 3 m
Close timbering over areas including strutting, shoring, racking cavities (wherever required) and use and waste of ranking shores complete (measurement to be taken on the face area timbered). 1.31.1 Depth not exceeding 1.5 m 1.31.2 Depth exceeding 1.5 m but not exceeding 3 m Extra for planking, strutting and packing material for cavities in close timbering if required to be left permanently in position (face area of timber permanently left to be measured).
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO. 1.33
1.34
DESCRIPTION OF ITEMS Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete.
UNIT
MSR 2011
sqm
Rs. 184.70
each each each each each
Rs. 38.20 Rs. 49.10 Rs. 79.10 Rs. 174.80 Rs. 249.50
Excavating holes upto 0.5 cum including getting out the excavated soil then returning the soils as required in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soil as directed within a lead of 50 metres lift upto 1.5 metres. 1.34.1 1.34.2 1.34.3 1.34.4 1.34.5
Loose/Soft Soil Hard/Dense Soil. Hard Shale Ordinary Rock Hard Rock requiring blasting
Note (1) Lead Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by head load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km or more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 km it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km. Note (2A) Loose / Soft Soil This shall comprise vegetable or organic soil, turf, sand, silt, loam, clay, mud, peat, black cotton soil or loose moorum, a mixture of these and similar material which yields to the ordinary application of pick and shovel, rake or other ordinary implement. Carriage of excavated materials beyond the first 50 metres will be paid under "Carriage of materials by lead load". Cariage by animal and mechanical transport will be reckoned in terms of the nearest km. Distances of 0.5 km more will be taken as 1 km and distance of less than 0.5 km ignored. However, when the total lead is less than 0.5 it will not be ignored but paid for seperately in successive stages of 50 metres, subject to the condition that the total worked out on that basis does not exceed the rate for the initial lead of 1 km.
MANIPUR SCHEDULE OF RATES
SH : Earthwork SL.NO.
DESCRIPTION OF ITEMS Note (2B) Dense / Hard Soil This shall include : Stiff clay, heavy clay, soft shale. Soils of screened single and boulders upto size of 300 mm Note (2C) Hard Shale These are compacted layers of shales which cannot be executed with spades but require pick axe, crowbars and other implements such as chisel and sledge. Note (2D) Ordinary Rock - not requiring blasting This include:(i) Lime stone, sandstone, hard conglomerate or other soft or disintegrated rock which can be quarried with crowbars, pick axe etc. (ii) Unreinforced cement concrete which can be taken up with crowbars or picks and stone masonary in cement mortar below ground level. (iii) Boulder not requiring blasting having maximum diameter in any direction of more than 300 mm. They may be found embedded in river bed, soil slope, washed and terrace materials of dissimilar origin or lying loose on the surface. (iv) Any rock which is dry state may be hard requiring blasting but which seems soft when wet and manageable by means other then blasting. Note (2E) Hard Rock This shall include:- Any rock or cement concrete for excavation requiring mechanical plant or blasting; Boulders requiring blasting & Reinforced cement concrete below ground level. Note (3) In the excavation in ordinary rocks and hard rocks requiring blasting in item No. 7,9,11 and 33 the disposal of serviceable material shall be in regular
UNIT
MSR 2011
MANIPUR SCHEDULE OF RATES
SH:
CONCRETE WORKS
SL. NO. 2.1
2.2
DESCRIPTION OF ITEMS Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 2.1.1 1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 2.1.2 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 2.1.3 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 2.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 2.1.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 2.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 2.1.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 2.1.8 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) 2.1.9 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)
UNIT
MSR 2011
cum
Rs. 9,027.60
cum
Rs. 7,060.00
cum
Rs. 6,249.10
cum
Rs. 5,438.40
cum
Rs. 5,288.20
cum
Rs. 4,554.70
cum
Rs. 3,999.20
cum
Rs. 3,628.90
cum
Rs. 3,646.90
cum
Rs. 9,050.30
cum
Rs. 7,095.90
cum
Rs. 6,284.90
cum
Rs. 5,461.90
cum
Rs. 5,324.10
cum
Rs. 4,554.70
cum
Rs. 3,999.20
Providing and laying cement concrete in walls (any thickness) i/c attached pilasters, buttresses plinth and string course, thin caps and bases upto floor two level excluding the cost of centering and shuttering in 2.2.1 2.2.2 2.2.3 2.2.4 2.2.5 2.2.6 2.2.7
1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
MANIPUR SCHEDULE OF RATES
SH : Concrete Work SL.NO.
DESCRIPTION OF ITEMS 2.2.8 2.2.9
2.3
2.3.2 2.3.3 2.3.4 2.3.5 2.3.6 2.3.7
2.5
MSR 2011
cum
Rs. 3,652.50
cum
Rs. 3,646.90
cum
Rs. 9,064.60
cum
Rs. 7,121.30
cum
Rs. 6,310.40
cum
Rs. 5,479.40
cum
Rs. 5,349.60
cum
Rs. 4,595.70
cum
Rs. 4,149.00
cum
Rs. 9,219.70
cum
Rs. 7,252.10
cum
Rs. 6,441.20
cum
Rs. 8,007.10
cum
Rs. 7,046.20
Providing and laying cement concrete in columns piers, abutments, pillars, posts and struts upto floor two level etc. excluding the cost of centering and shuttering in 2.3.1
2.4
1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 40 mm nominal size)
UNIT
1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
Providing and laying cement concrete in arches upto floor two level, excluding the cost of centering and shuttering in 2.4.1 1:1:2 (1 cement:1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 2.4.2 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 2.4.3 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) Providing and laying cement concrete in kerbs, steps and the like at or near ground level including centering and shuttering etc. in 2.5.1 2.5.2
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
MANIPUR SCHEDULE OF RATES
SH : Concrete Work SL.NO. 2.6
2.7
DESCRIPTION OF ITEMS Providing and laying cement concrete upto floor two level in string or lacing courses, parapets, copings, bed blocks, anchor blocks, plain window sills and the like including centering and shuttering etc. in 2.6.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2.6.2 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
2.7.2
2.8.2
2.10
cum
Rs. 10,962.70
cum
Rs. 10,001.80
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 13,653.10
cum
Rs. 12,500.10
cum
Rs. 13,528.40
cum
Rs. 12,567.50
cum
Rs. 8,551.30
cum
Rs. 7,590.40
Providing and laying cement concrete in mouldings as in cornices, window sills etc., not exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in 2.8.1
2.9
MSR 2011
Providing and laying cement concrete in mouldings as in cornices, window sills etc., exceeding 15 cm in girth upto floor two level i/c centering and shuttering, etc. in 2.7.1
2.8
UNIT
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying cement concrete in kerbs, steps and the like at or near ground level and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) or exposed surfaces including centering and shuttering, etc. in 2.9.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2.9.2 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Providing and laying cement concrete upto floor two level in string or lacing courses, parapets, copings, bed blocks, anchor blocks, plain window sills and the like and finished smooth with 6 mm thick cement plaster 1:3 (1 cement :3 fine sand) on exposed surface i/c centering and shuttering etc. in
MANIPUR SCHEDULE OF RATES
SH : Concrete Work SL.NO.
DESCRIPTION OF ITEMS 2.10.1 2.10.2
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
UNIT
MSR 2011
cum
Rs. 12,857.50
cum
Rs. 11,704.50
cum
Rs. 15,227.20
cum
Rs. 14,748.20
CEMENT CONCRETE [PRE-CAST] 2.11
Providing and fixing upto floor two level pre-cast cement concrete in string or lacing course, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, staircases etc. hoisting and setting in position with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) on exposed surfaces including centering and shuttering. 2.11.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2.11.2
2.12
2.13
2.13.1 2.13.2
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and fixing at or near ground level precast cement concrete kerb edgings etc. sitting in position with cement 1:2 (1 cement: 2 coarse sand) and finished smooth with 6 mm thick plaster 1:3 (1 cement: 3 fine sand) on exposed surface including centering and shuttering in 2.12.1
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 12,170.80
2.12.2
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 11,691.80
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
cum
Rs. 12,575.20
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
cum
Rs. 15,245.40
Providing and fixing upto floor two level pre-cast cement concrete moulding as in small lintels not exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) on exposed surface i/c centering and shuttering.
MANIPUR SCHEDULE OF RATES
SH : Concrete Work SL.NO. 2.14
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 18,764.40
cum
Rs. 21,434.60
cum
Rs. 18,798.20
cum
Rs. 17,837.40
DAMP PROOF COURSE Providing and laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)
sqm
Rs. 233.90
Providing and laying damp-proof course 38 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size)
sqm
Rs. 325.90
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
sqm
Rs. 416.10
Extra for providing and mixing water proofing materials '/50 kg in cement concrete work in the proportion cement bag recommended by manufactures
Rs. 54.60
Providing and fixing upto floor two level pre-cast cement concrete in mouldings as in cornices, window sills etc. exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement: 2 coarse sand) on exposed surface i/c centering and shuttering. 2.14.1 2.14.2
2.15
Providing and fixing upto floor two level precast cement concrete in moulding as in cornices, window sills etc. not exceeding 1.5 cm in girth with cement mortar 1:2 (1 cement :2 coarse sand) and finished smooth with 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) or exposed surface i/c centering and shuttering in 2.15.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 2.15.2
2.16
2.17
2.18
2.19
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
MANIPUR SCHEDULE OF RATES
SH : Concrete Work SL.NO. 2.20
2.21
DESCRIPTION OF ITEMS
UNIT
MSR 2011
sqm
Rs. 126.00
MISCELLANEOUS 'per Extra (over rates upto floor two level) for all concrete floor per above floor two level.
1% of the rate of conc.
'per cum per m
Rs. 337.40
Applying a coat of residual petroleum bitumen of penetration 80/100 of approved quality using 1.7 kg per sqm on damp-proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in Kerosene oil.
cum
2.22
Extra for laying concrete in or under water and/or liquid and i/c cost of pumping or bailing out water and removing slush etc. complete.
2.23
Extra for laying concrete in or under foul position.
cum
Rs. 143.50
2.24
Extra rate for concrete for using 12.5 mm nominal size stone aggregate instead of 20 mm nominal size stone aggregate.
cum
NA
Deduct rate for concrete for using 40 mm nominal size shingle instead of 40 mm nominal size stone aggregate ( in C.C. 1:5:10, 1:4:8, 1:3:6)
cum
Rs. 595.00
2.25
Note for No. 22. The quality will be calculated by multiplying measured from the sub-soil water level upto the centre on concrete under sub-soil water level with quantity of concrete executed under sub-soil water. The depth of centre of gravity reckoned correct to 0.1 m, 0.05 m or more shall be taken as less and less than 0.05 m ignored.
MANIPUR SCHEDULE OF RATES
SH:
REINFORCED CEMENT CONCRETE WORK
SL. NO. 3.1
3.2
3.3
DESCRIPTION OF ITEMS CAST-IN-SITU Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 3.1.1 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size). 3.1.2 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). 3.1.3 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar (1:3) (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement in 3.2.1 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size). 3.2.2 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). 3.2.3 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
UNIT
MSR 2011
cum
Rs. 9,027.60
cum
Rs. 7,060.00
cum
Rs. 6,249.10
cum
Rs. 9,710.40
cum
Rs. 7,756.00
cum
Rs. 6,945.00
cum
Rs. 10,009.30
cum
Rs. 8,084.50
cum
Rs. 7,273.60
Reinforced cement concrete work in suspended floors, roofs landing, shelves & their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. 3.3.1 3.3.2 3.3.3
1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size). 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO. 3.4
3.5
3.6
3.7
DESCRIPTION OF ITEMS Reinforced cement concrete work in columns, pillars, piers, abutments, post and struts upto floor two level i/c plastering the exposed surface with cement 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm thickness to give a smooth and even surface but excluding the cost of centering-shuttering & reinforcement 3.4.1 1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size). 3.4.2 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). 3.4.3 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in chajjas upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) to give a smooth and even surface, throating or plastered drip and moulding centering and shuttering but excluding cost of reinforcement with 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size). 3.5.1 Thickness not exceeding 15 cm. 3.5.2 Thickness exceeding 15 cm. Reinforced Cement Concrete work in staircase (excluding landing) except spiral staircase i/c finishing and plastering the exposed surfaces with cement mortar 1:3 (1 cement:3-fine sand) to give a smooth and even surface preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centering, shuttering and reinforment with 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in spiral staircase (i/c landing ) etc. upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand ) of thickness not exceeding 6 mm to give a-smooth and even surface, preparing the top surface and finishing nosing but excluding the cost of centering, shuttering-and reinforcement with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
UNIT
MSR 2011
cum
Rs. 10,089.10
cum
Rs. 8,145.80
cum
Rs. 7,334.90
cum cum
Rs. 13,729.20 Rs. 9,777.50
cum
Rs. 8,239.80
cum
Rs. 11,720.20
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO. 3.8
3.9
3.10
3.11
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Reinforced cement concrete work in arches upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement:3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate 20 mm nominal size).
cum
Rs. 6,789.10
R.C.C. work in domes, vaults and shell roofs upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
cum
Rs. 8,368.40
R.C.C. work in chimneys and shafts upto floor two level i/c finishing and plastering the exposed surface with cement mortar 1:3(1 cement:3 fine sand ) of thickness not exceeding 6 mm. to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with R.C.C 1 : 2 : 4 (1 cement:2 coarse sand: 4 graded stone aggregate of 20 mm nominal size.
cum
Rs. 8,149.00
Providing and laying upto floor two level R.C.C. 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface to give an even and smooth surface, centering and shuttering but excluding the cost of reinforcement in, 3.11.1 Kerbs, steps and the like.
cum
Rs. 8,551.30
cum
Rs. 12,857.50
cum
Rs. 13,653.10
cum
Rs. 13,528.40
3.11.2 3.11.3 3.11.4
String courses, copings, bed plates, anchor blocks, plain window sills and the like. Moulding as in cornices, window sills etc. exceeding 15 cm in girth. Moulding as in cornices, window sills etc. not exceeding 15 cm in girth.
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO. 3.12
3.13
DESCRIPTION OF ITEMS
UNIT
MSR 2011
R.C.C. work in well steining i/c finishing and plastering the exposed surface with cement concrete 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1:2:4 (1 cement: 2 coarse Sand: 4 graded stone aggregate 20 mm nominal size).
cum
Rs. 8,128.20
PRE-CAST Providing and fixing upto floor two level pre-cast reinforced cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) i/c finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface, centering, shuttering but excluding the cost of reinforcement in, 3.13.1 Kerbs, steps and the like.
cum
Rs. 12,170.80
cum
Rs. 15,227.20
cum
Rs. 12,575.20
cum
Rs. 18,764.40
cum
Rs. 18,798.20
sqm sqm sqm
Rs. 1,751.70 Rs. 1,312.40 Rs. 1,289.90
3.13.2 3.13.3 3.13.4 3.13.5
3.14
String courses, copings, bed plates, anchor blocks, plain window sills and the like. Small lintels not exceeding 1.5 m clear span over railings, copings and the like. Moulding as in cornices, window sills etc. not exceeding 15 cm in girth. Mouldings as in cornices, window sills etc. exceeding 15 cm in girth.
Providing precast cement concrete jali 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) reinforced with 1.6 mm dia mild steel wire i/c roughening, cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand etc. complete excluding plastering of jambs, sills and soffits 3.14.1 3.14.2 3.14.3
50 mm thick 40 mm thick 25 mm thick
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO. 3.15
3.16
3.17
3.18
3.19
3.20
DESCRIPTION OF ITEMS
UNIT
MSR 2011
ENCASING ROLLED STEEL SECTION Encasing rolled steel section, in beams and columns with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) i/c finishing and plastering with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm on exposed surface upto floor two level centering and shuttering complete but excluding cost of reinforcement.
cum
Rs. 4,533.40
Encasing rolled steel section with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 12.5 mm nominal size) upto floor two level i/c centering, shuttering but excluding cost of expanded metal and hangers.
cum
Rs. 537.50
Extra for providing and fixing expanded metal mesh of size 20 x 60 mm and strands 3.25 mm wide 1.6 mm thick weighing 364 kg. per sqm for encasing of rolled steel sections in beams, columns and grillages excluding cost of hangers.
cum
Rs. 149.90
STEEL REINFORCEMENT Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. 3.18.1
Mild steel bars
kg
Rs. 85.70
3.18.2
Tor-steel bars
kg
Rs. 88.20
MISCELLANEOUS Extra for all R.C.C. work above floor two level excluding cost of reinforcement.
Deduct for omitting in R.C.C. work smooth finishing of the exposed surface with 6 mm thick mortar 1:3 (1 cement: 3 fine sand)
per 1% of the rate of floor concrete per cum
sqm
Rs. 873.90
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO. 3.21
3.22 3.23 3.24
3.25
3.26 3.27
DESCRIPTION OF ITEMS
UNIT
MSR 2011
Extra for rendering smooth the top of suspended floor, landing and staircases (tread and risers) with cement mortar 1:2 (1 cement: 2 coarse sand) i/c a floating coat of neat cement and protecting the surface with a layer of 7.5 cm of earth laid over 15 mm of fine sand incase of suspended floor and bricks laid in mud mortar in case of landing steps i/c subsequent removal and cleaning of the same.
sqm
Rs. 81.60
Providing and fixing in position G.I. plain sheet 24 B.G. gauge as per design in expansion joints.
sqm
Rs. 148.30
Providing and filling in position blown bitumen in m/cm/ expansion joints. cm
Rs. 7.10
Providing and filling in position bitumen mix filler of proportion 80 kg of hot bitumen 1 kg of cement and m/cm/ 0.25 cum of coarse sand for expansion joints cm
Rs. 2.26
Providing R.C.C. eave board 25 mm thick and 15 cm to 30 cm wide in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) upto floor two level i/c finishing and plastering of thickness not exceeding 6 mm on exposed surface to give a smooth and even surface, centering and shuttering but excluding cost of reinforcement.
cum
Rs. 51,657.30
Extra for using 12.5 mm size stone aggregate instead of 20 m size stone aggregate
cum
Rs. 39.00
cum cum
Rs. 815.70 Rs. 779.00
sqm
Rs. 37.30
Extra for laying R.C.C. in or under water and /or liquid mud i/c cost of pumping or bailing out water and cum/m removing slush etc. complete.
Rs. 337.40
Deduct for using 20 mm nominal size single instead of 20 mm size stone aggregate. 3.27.1 3.27.2
3.28
3.29
1:2:4 mix R.C.C. 1:1.5:3 mix R.C.C.
Applying cement slurry in R.C.C. slabs or cement concrete work using 2.75 kg/sqm for receiving cement concrete floor i/c roughening, cleaning etc complete.
MANIPUR SCHEDULE OF RATES
SH : R.C.C. Work SL.NO.
DESCRIPTION OF ITEMS
UNIT
MSR 2011
cum
Rs. 143.50
3.30
Extra for laying R.C.C. in or under foul position.
3.31
Extra for adding Recron 3s or equivalent 12 mm fibre per bag as fibre reinforcement in concrete at the rate of 125 of gm per 50 kg bag of cement including the cost of fibre. cement
Note:
The quantity of item No. 29 will be calculated by multiplying in depth measured from the sub soil water level upto the centre of gravity of R.C.C. under sub soil water with the quantity of RCC in cubic metre executed under sub soil water. The depth of centre of gravity shall be reckoned correct to 0.1 m 0.05 m or more shall be taken as 0.1 m and less than 0.05, ignored. No extra payment shall be made for placing reinforcement. In case of structure like retaining wall etc. height of 4 m above ground level will be reckoned as first floor level.
MANIPUR SCHEDULE OF RATES
FORM WORK
SH: Sl. No. 4.1
UNIT
MSR 2011
sqm
Rs. 263.70
Flat surface such as suspended floor, roofs landings and the like floors etc. upto 200 mm in thickness floors etc. above 200m in thickness.
sqm sqm
Rs. 361.00 Rs. 389.80
Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
sqm
Rs. 319.40
Slopping or battering surface i/c folded plates where inclination to horizontal plane does not exceed 300 (degree) requiring shuttering only on the underside.
sqm
Rs. 459.90
Where inclination to horizontal plane exceed 300 (degree) ( where shuttering may be provided both on underside and upperside, if requireonly the area of the underside shall be measured for payment.
sqm
Rs. 451.70
sqm sqm
Rs. 857.40 Rs. 1,062.90
sqm
Rs. 971.90
sqm
Rs. 1,110.30
sqm
Rs. 1,963.90
DESCRIPTION OF ITEMS Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in 4.1.1 Foundation, footings, bases of columns etc. and mass concrete. 4.1.2 4.1.2.1 4.1.2.2 4.1.3
4.1.4.1
4.1.4.2
4.1.5.1 4.1.5.2 4.1.5.3
4.1.5.4
4.1.6
Arches upto 6m span. Arches exceeding 6 m span Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment) Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for the payment) Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).
MANIPUR SCHEDULE OF RATES
4.1.7.1 4.1.7.2
Circular or curved in plan.
4.1.8.1
Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels exceeding 1m in depth.
4.1.8.2
4.3
sqm sqm
Rs. 394.80 Rs. 520.90
sqm
Rs. 289.40
sqm
Rs. 378.90
Rm Rm
Rs. 84.80 Rs. 98.30
4.1.9 4.1.9.1 4.1.9.2
i) Edges of slab and breaks in floor walls under 20 cm wide above 20 cm wide
4.1.10
Cornices and mouldings
sqm
Rs. 444.00
4.1.11
Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the like
sqm
Rs. 713.20
Chullah hoods, weather shade, chajjas, corbels etc. i/c edges.
sqm
Rs. 392.80
sqm sqm sqm sqm sqm
Rs. 326.60 Rs. 521.30 Rs. 389.80 Rs. 241.10 Rs. 479.90
sqm sqm sqm
Rs. 279.70 Rs. 1,778.50 Rs. 2,498.90
sqm
Rs. 8.00
sqm
Rs. 8.00
4.1.12
4.2
Columns, pillars, posts and struts (square, rectangular or polygon in plan).
4.1.13
Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing
4.1.14 4.1.15 4.1.16 4.1.17
Spiral staircase. Chimneys and shafts Well steining Vertical fins and vertical sun breakers
Extra for additional height of propping and centering exceeding 4 m between supporting floor to ceiling i/c temporary brick or stone pillars for supporting as required. 4.2.1 Height more than 4 m and upto 5 m 4.2.2 Height more than 5 m and upto 6 m. 4.2.3 Height more than 6 m and upto 7 m. Extra for providing form work wrought timber (that is sheathing having planed surfacso as to give medium smooth finish. 4.3.1
Foundation, footings, cases of columns etc.
4.3.2
Flat surfaces such as soffits of suspended floors, roofs, landings and the like
4.3.2.1
Floor etc. upto 200 m in thickness.
MANIPUR SCHEDULE OF RATES
4.3.2.2
Floor etc. above 200 m in thickness.
sqm
Rs. 8.00
4.3.3
Vertical surface such as walls (any thickness), partition and the like i/c attached pilasters, buttresses, plinth and the string courses and the like
sqm
Rs. 8.00
sqm
Rs. 8.00
sqm
Rs. 14.20
sqm sqm
Rs. 8.50 Rs. 8.50
sqm
Rs. 8.50
sqm
Rs. 8.50
sqm
Rs. 58.90
4.3.4
Slopping and battering surface i/c folded plates
4.3.4.1
Where inclination to horizontal plane does not exceed 30* degree requiring shuttering only on the underside.
4.3.4.2
4.3.5.1 4.3.5.2 4.3.5.3
4.3.5.4
4.3.6
Where inclination to horizontal plane exceeds 30* degree and shuttering may be provided both on underside and upperside if required. Arches upto 6m span. Arches exceeding 6 m span Cylindrical shells of radius less than 3 m (only the area of the underside shall be measured for the payment) Cylindrical shells of radius more than 3 m (only the area of the underside shall be measured for payment). Domes, vaults and shell roofs having curved surface in both directions (only the area of the underside shall be measured for payment).
4.3.7.1
Columns, pillars, posts and struts (square, rectangular or polygon in plan).
4.3.7.2
Circular or curved in plan.
sqm sqm
Rs. 8.00 Rs. 8.00
4.3.8.1
sides or soffits of beams, beam hanunchings cantilevers, girders, brussumers and lintels not exceeding 1m in depth.
sqm
Rs. 8.00
sides and soffits of beams, beam haunching, cantilevers, girders, bressumers and lintels exceeding 1m in depth.
sqm
Rs. 8.00
Rm Rm
Rs. 1.20 Rs. 1.20
sqm
Rs. 8.80
4.3.8.2
4.3.9 4.3.9.1 4.3.9.2
Edges of slab and breaks in floor walls under 20 cm wide above 20 cm wide
4.3.10
Cornices and mouldings
MANIPUR SCHEDULE OF RATES
4.3.11
Small surfaces such as cantilever, ends of bracket and ends of steps, caps and bases to pilasters and columns and the like
sqm
Rs. 8.00
Chullah hoods, weather shade, chajjas, corhels etc. i/c edges.
sqm
Rs. 8.00
Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing
sqm
Rs. 8.00
4.3.14
Spiral staircase.
sqm
Rs. 8.00
4.3.15
Chimneys and shafts
sqm
Rs. 8.00
4.3.16
Well steining
sqm
Rs. 8.80
4.3.17
Vertical fins and vertical sun breakers
sqm
Rs. 8.80
UNIT
MSR 2011
4.3.12 4.3.13
SH: Sl. No.
BRICK WORK DESCRIPTION OF ITEMS IN CEMENT MORTAR WITH FINE SAND:
MANIPUR SCHEDULE OF RATES
5.1
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand)
cum
Rs. 7,779.50
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 fine sand)
cum
Rs. 7,417.70
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 fine sand)
cum
Rs. 7,216.30
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 fine sand)
cum
Rs. 7,067.50
IN CEMENT MORTAR WITH COARSE SAND: 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 coarse sand)
cum
Rs. 7,808.70
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4 (1 cement: 4 coarse sand)
cum
Rs. 7,446.90
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:5 (1 cement: 5 coarse sand)
cum
Rs. 7,242.60
2nd class (local first class) brick work in foundation and plinth in cement mortar 1:6 (1 cement: 6 coarse sand)
cum
Rs. 7,096.70
IN SUPERSTRUCTURE Extra for brick work in superstructure above plinth level upto 1st floor level.
cum
Rs. 152.20
5.10 Extra for brick work in superstructure above 1st floor per floor : per level
1% of the rate of b/w from plinth per cum upto 1st floor level
5.2 5.3 5.4
5.5 5.6 5.7 5.8
5.9
cum
5.11 Extra for brick work in square or rectangular pillars.
cum
Rs. 303.50
5.12 Extra for brick work in circular pillars
cum
Rs. 2,511.80
5.13 Extra for brick work curved on plan upto a mean radius not exceeding 6 m.
cum
Rs. 525.30
5.14 Extra for making tapered surface of brick masonry
sqm
Rs. 387.10
sqm
Rs. 876.30
sqm
Rs. 840.10
HALF BRICK MASONRY 5.15 Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. 5.16 Half brick masonry 2nd class (local 1st class) in cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure.
MANIPUR SCHEDULE OF RATES
5.17 Extra for half brick masonry in superstructure above plinth (floor one level) to floor two level
sqm
5.18 Extra for half brick masonry in superstructure above floor two level.
MISCELLANEOUS: 5.19 Extra for cutting or chamfering of brick to required shape in masonry works.
Rs. 26.80 1% of the rate of half brick work in plinth upto floor two level
cum
Rs. 13.60
sqm
Rs. 516.60
sqm
Rs. 126.90
5.22 Providing/fixing (75 mm) thick 2nd class (local first class) brick drip course at junctions of roofs and walls in cement mortar 1:4 (1 cement: 4 fine sand)
Rm
Rs. 19.40
5.23 Providing and fixing (125 mm) thick (75 mm) projected 2nd class (local first class) brick string course in cement mortar (1 cement :4 fine sand)
Rm
Rs. 5.70
5.24 Moulding & cornices in brick work with cement plaster 1:4 (1 cement: 4 fine sand) girth to be measured in cm and length in running metre.
per girth
Rs. 10.70
5.25 Extra for forming cavity 5 cm to 7.5 cm width in cavity walls with necessary weep and vent holes i/c use of cores and cost of providing and fixing bitumastic coated M.S. ties of 25 mm x 3 mm section at not less than 3 ties per sqm as per approved design.
sqm
Rs. 66.00
5.26 Providing half brick masonry 2nd class (local first class) in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure for closing cavity 5 to 7.5 cm width in cavity wall complete with 10 cm width bitumen felt type 3 grade-I
Rm
Rs. 251.90
5.27 Extra for laying brick work in or under or liquid mud i/c cost of pumping and bailing out water and removing 1 cum per depth slush etc. complete.
Rs. 291.80
5.28 Extra for laying brick work in or under water, foul position.
Rs. 143.50
5.2
Honeycomb brick work (75 mm) thick with first class brick in cement mortar 1:4 (1 cement: 4 coarse sand)
5.21 Joining old brick work with new brick work
cum
MANIPUR SCHEDULE OF RATES
5.29 2nd class (local first class) brick work in plain arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.
cum
Rs. 8,033.50
5.30 2nd class (local first class) brick work in gauged arches in superstructure in cement mortar 1:4 (1 cement: 4 coarse sand) i/c centering and shuttering complete.
cum
Rs. 9,506.30
5.31 Mud-mortar
cum
Rs. 390.70
5.32 3rd class (local mixed class) brick work in foundation & plinth in mud mortar.
cum
Rs. 5,620.80
UNIT
MSR 2011
SH: SL. NO.
STONE WORK DESCRIPTION OF ITEMS
6.1
Dressing of sand stone in plain ashlar cyclopean.
cum
Rs. 4,692.30
6.2
Dressing of sand stone in sunk or moulded work.
cum
Rs. 12,730.70
MANIPUR SCHEDULE OF RATES
6.3
Dressing of sand stone in ashlar punched (ordinary).
cum
Rs. 46.11
6.4
Dressing of sand stone in arch, dome or circular moulded work.
cum
Rs. 14,865.70
Dressing of sand stone for ashlar moulded and curved columns.
sqm
Rs. 19,520.70
Dressing of sand stone in veneer work (average thickness 40 to 50 mm).
sqm
Rs. 602.60
6.7
Fixing charges for stone in veneer work.
sqm
Rs. 448.20
6.8
Fixing charges for stone work i/c pointing.
cum
Rs. 3,679.50
6.9
Random rubble masonry in walls with hard stone of approved quality in foundation & plinth laid dry, well bonded faced with selected stone & built with bond or through stone evenly placed at the rate of two per square metre.
cum
Rs. 1,406.20
Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 fine sand) i/c levelling up with cement concrete 1:6:12 (1 c : 6 f/s : 12 stone aggregate 20 mm nominal size) at plinth level.
cum
Rs. 3,300.30
Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:6 (1 cement:6 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.
cum
Rs. 3,338.70
Polygonal rubble masonry/R.R. masonry (uncoursed/ brought to courses) squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in foundation & plinth in cement mortar 1:3 (1 cement:3 coarse sand) i/c levelling up with cement concrete 1:6:12 (1 cement:6 coarse sand:12 stone aggregate 20 mm nominal size) at plinth level.
cum
Rs. 4,307.90
6.5 6.6
6.10
6.11
6.12
MANIPUR SCHEDULE OF RATES
6.13
6.14
6.15
6.16
6.17
6.18
Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in superstructure above plinth level & upto floor two level i/c levelling up with cement concrete 1:6:12 (1 cement: 6 coarse sand:12 graded stone aggregate 20 mm nominal size at window sills & ceiling level (instead of at plinth level). Extra for additional lift for polygonal rubble masonry/random rubble masonry (uncoursed/brought to courses) /squared rubble masonry (unsoursed/brought to courses) with hard stone of approved quality in superstructure above floor two level. Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality in square or rectangular pillars. Extra for R. R. masonry(uncoursed/ brought to courses) /squared rubble masonry (uncoursed /brought to courses) with hard stone of approved quality in circular pillars. Extra for polygonal rubble masonry/R. R. masonry (uncoursed/ brought to courses) /squared rubble masonry (uncoursed/ brought to courses) with hard stone of approved quality curved on plain for a mean radius not exceeding 6m.
6.18.2
6.20
Rs. 220.20
1% of the rate of stone work from plinth upto floor two level
cum
Rs. 277.80
cum
Rs. 800.90
cum
Rs. 308.30
cum
Rs. 3,554.80
cum
Rs. 3,950.40
cum cum
Rs. 3,655.50 Rs. 3,895.80
cum
Rs. 207.60
Squared rubble masonry coursed (1st sort) with hard stoneof approved quality in foundation & plinth in: 6.18.1 Cement mortar 1:6 (1 Cement: 6 fine sand).
6.19
cum
Cement mortar 1:6 (1 Cement: 6 coarse sand).
Squared rubble masonry coursed (2nd sort) with hard stone of approved quality in foundation & plinth in: 6.19.1 (i) Cement mortar 1:6 (1 Cement: 6 fine sand). 6.19.2 (ii) Cement mortar 1:6 (1 Cement: 6 coarse sand). Extra for squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above plinth level & upto floor two level.
MANIPUR SCHEDULE OF RATES
6.21
Extra for additional lift of squared rubble masonry coursed (1st or second sort) with hard stone of approved quality in superstructure above floor two level.
6.22
Extra for squared rubble masonry coursed (1st or 2nd sort) with hard stone of approved quality in 6.22.1 Square or rectangular pillars. 6.22.2 Circular pillars. Curved on plan for a mean radius not 6.22.3 exceeding 6 m. Pre-cast block masonry with cement concrete block of approved size and specifications in foundation & plinth in cement mortar 1:6 (1 Cement: 6 coarse sand)
6.23
6.23.1 6.23.2
6.24
6.25
6.26
6.27
6.28
a) Solid block. b) Hollow block having solid materials not less than 5% of the total volume of block and hollow filled with sand wherever required in plinth and foundation.
Pre-cast concrete block masonry in partition walls 10cm thick with concrete block of approved size & specifications in cement mortar 1:4 (1 cement:4 coarse sand) solid block. Extra for pre-cast concrete block masonry (solid/ hollow) for 6.25.1 Works above plinth level upto floor two level. 6.25.2 Additional lift above floor two level.
1% of the rate of stone work from plinth upto 1st floor level
cum cum cum
Rs. 336.20 Rs. 763.30 Rs. 257.50
cum
Rs. 4,194.40
cum
Rs. 1,688.60
sqm
Rs. 840.90
cum
Rs. 148.70
1% of the rate of precast block masonry from plinth level upto floor two level per cum per floor.
Providing and fixing hard stone of approved quality fine dressed & plain or chamfered sills or lintels of any size i/c setting in cement mortar 1:2 (1 Cement: 2 coarse sand) & providing same in one piece.
cum
Rs. 15,453.70
Stone work in copings, cornices, string of courses & plinth courses in cement mortar 1:6 (1 Cement: 6 coarse sand) i/c pointing with white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade. Extra for stone work sunk or moulded in cornices.
cum cum
Rs. 12,225.70 Rs. 13,996.20
MANIPUR SCHEDULE OF RATES
6.29
Stone work for wall lining etc. (veneer work) in cement mortar 1:3 (1 Cement: 3 coarse sand) i/c pointing in white cement mortar 1:2 (1 white Cement: 2 stone dust) with an admixture of pigment matching the stone shade 6.29.1 40 mm thick. 6.29.2 50 mm thick 6.29.3 60 mm thick 6.29.4 70 mm thick
sqm sqm sqm sqm
Rs. 1,077.30 Rs. 1,083.90 Rs. 1,090.50 Rs. 1,097.10
Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 metre.
cum
Rs. 59.10
Extra for laying stone work in or under water & or liquid mud i/c cost of pumping or bailing out water & cum per removing slush etc. complete. m. metre
Rs. 311.50
6.32
Extra for laying stone work in or under foul position.
cum
Rs. 119.20
6.33
Boulder filling dry hand packed tightly as in pitching & slush etc. complete wire crates apron bunds (wire crates to be measured separately).
cum
Rs. 1,007.80
Boulder filling dry hand packed tightly as in pitching and wire crates vertical bunds with sloping face (with crates to be measured separately).
cum
Rs. 1,134.00
Cutting openings through walls for doors, windows & other openings or enlarging existing openings, converting window into door openings etc. or cutting out defective masonry for under pining i/c providing, fixing & removing, shorting, cleaning & stacking stone & removing surplus to stone & rubbish off the premises.
cum
Rs. 314.20
Extra for under pinning of walls with squared stones (labour for cutting of old walls to be measured separately).
cum
Rs. 529.50
Forming jambs to openings with hard stone of approved quality fine dressing i/c cutting, toothing & properly bonding into old work i/c facing & pointing to match existing work complete.
sqm
Rs. 295.10
Making good under sills (or over arches, lintels & bressumers) i/c all pinnings when necessary.
sqm
Rs. 490.90
6.30 6.31
6.34
6.35
6.36
6.37
6.38
NOTES FOR STONE WORKS
MANIPUR SCHEDULE OF RATES
1
2
3
Certain items in the standard nomenclature provide for different types of stone concrete block and mortar mix etc. in the same item on a group as in item numbers 10 to 20 etc. The exact nomenclature to be included in the contract shall be suitably rewarded so as to limit the scope of the item to the appropriate class of work required. In item No. 31 the quantities shall be calculated by multiplying the depth of foundation below sub-soil water level into the quantity of stone work in cum for the same depth. The depth of foundation below sub-soil water level shall be measured correct to 0.1 m and 0.5 m or more shall be taken as 0.1 m and less than 0.05 m shall be ignored. In case of varying depth of foundation respective depth shall be multiplied with corresponding quantities of work. Wherever lime putty is specified in the nomenclature, dry hydrated lime powder shall be provided such lime of standard quantity conforming to IS 712 is available. In such cases, the nomenclature may be suitably modified to provide for dry hydrated lime powder instead of lime putty.
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