SCHEDULE OF RATES 2012.pdf

GOVERNMENT OF SIKKIM

PUBLIC WORKS DEPARTMENT

SCHEDULE OF RATES

2012

CIVIL WORKS

1

PREFACE INTRODUCTION The book of specification is the primary requirement for the preparation of any analysis of rates and execution of the work and this analysis of rates have been prepared broadly based on the following: PART A:

BUILDINGS AND OTHER WORKS: CPWD Specifications.

PART B:

ROADS AND RIVER TRAINING WORKS: MoRTH and IRC specifications.

The rates have been prepared after detailed discussion and constant interaction between the Engineers, representatives from Finance Revenue & Expenditure Department, Development Planning Economic Reforms and NE Affair Department and the Department of Economic, Statistics Monitoring & Evaluation (DESME). LABOUR RATES: The existing market labour rates are considerably higher than that of the Government approved rates. Considering all these factors and to make the Schedule of Rates more realistic, the minimum rates at which the different labours are available in the market have been adopted for the analysis. MACHINERIES AND EQUIPMENTS: The rates at which the machineries and equipments are available for hire in the market have been adopted for the analysis. MATERIALS Market survey was conducted at Siliguri and different places in Sikkim and accordingly the most feasible rates have been adopted in the analysis which is inclusive of all taxes. Rates of Cement, Steel, GCI sheets, Bitumen, GI and DI pipes were obtained from the STCS for the purpose. OVERHEADS: The overhead adopted by the Central Public Works Department in their Analysis of Rates -2012 has been adopted except for specialized works. For such specialized works like foundation and superstructure of bridges, the overheads as per the Standard Data Book of MoRT&H have been adopted.

2

The overhead charge covers the following:

1.

Site accommodation, setting up plant, access road, water supply, electricity and general site arrangements.

2.

Site office furniture, equipments and communications.

3.

Documentation and “as built” drawings.

4.

Labour camps with minimum amenities and transportation to work site.

5.

Laboratory equipment for field testing / laboratory testing cost.

6.

Minor T&P and instruments.

7.

Watch and ward.

8.

Traffic management during construction.

9.

Expenditure on safeguarding environment (Env CESS)

10.

Sundries.

11.

Sales / Turn over tax.

12.

Works insurance / compensation/ labour insurance.

13.

Compulsory labour payment for one day against six days continuously present on duty.

CONCLUSION: A lot of effort has been made for the preparation of this Schedule of Rates. I convey my deep appreciation and sincere thanks to all those who have worked hard in the preparation of this document and I also convey my thanks to all the Members of the Committee who have contributed actively in finalizing the Schedule of Rates-2012. This Schedule of Rates is applicable to all the Civil Construction works in the State of Sikkim executed through the Government Department / Private and Public Undertakings. Although due care has been taken to make the schedule of rates more realistic and as correct as possible, however, some errors cannot be ruled out and might have crept in inadvertently. In case, any such errors or omissions are apparent, these may be brought to the notice of the Department for necessary corrections. Lastly suggestions and feedback for further improvements are always welcome.

(G S SHARMA) Principal Chief Engineer cum Secretary, Roads and Bridges Department, Government of Sikkim

3

GOVERNMENT OF SIKKIM ROADS AND BRIDGES DEPARTMENT No: 657/GoS/R&B

Dated: 25.04.2012 NOTIFICATION

In supersession of the Schedule of Rate – 2006 notified vide notification number 04/GoS/R&B/Gen/0405/262/R&BPWD/R&B dated 13th March, 2007 and notification number 04/GoS/R&B/Gen/04-05/82PWD/R&B dated 24th March, 2008, the State Government is hereby pleased to notify the Schedule of Rates-2012 for its implementation as under, namely: 1.

The Schedule of Rates appended to this Notification shall be termed as Schedule of Rates - 2012 and the same shall be deemed to have been effective from the date of issue of this Notification.

2.

The said Schedule of Rates shall be applicable to all the Civil Engineering Works under Government of Sikkim, excluding Electrical Works under Energy and Power Department.

3.

For calculation of the price escalation whenever required, the empirical formulae adopted under FIDIC (Fédération Internationale Des Ingénieurs-Conseils, French for the International Federation of Consulting Engineers) shall be followed.

4.

The labour rates adopted in the analysis shall be for the purpose of analysis only.

5.

The Labour CESS shall be added over and above the estimated cost.

6.

If any CESS, is notified hence forth by the Government, it shall also be treated as per Sl. No. 5 above.

7.

For the items which are not covered by this Schedule of Rates – 2012, the respective Department shall prepare the Analysis based on Standard Data book of Central Public Works Department (CPWD) / Ministry of Road Transport and Highways (MoRT&H) for Analysis of Rates duly adopting the overheads and Contractor Profit as specified in this Schedule of Rates based on approved Government agencies rates.

8.

Ministry of Road Transport and Highways MoRT&H and Indian Road Congress (IRC) Specification shall be followed for Road and Bridge works and Central Public Works Department (CPWD) Specification for all other works. By order and in the name of the Governor.

(G S SHARMA) Principal Chief Engineer cum Secretary, Roads and Bridges Department, Government of Sikkim

4

CHAPTER

ITEMS

PART – I BUILDING AND OTHER WORKS 1

PREPARATORY AND EARTH WORK

2

PREPARATORY WORKS

3

EARTH WORK IN HILL CUTTING WORKS

4

EARTH WORK IN FOUNDATION TRENCHES

5

FILLING WORKS

6

CEMENT MORTAR

7

CEMENT CONCRETE

8

REINFORCED CEMENT CONCRETE

9

CEMENT PLASTER WORKS

10

BUILDING PARTITION WORKS

11

FLOORING WORKS

12

MASONRY WORKS

13

DRAINAGE

14

FORM WORK

15

TIMBER WORKS AND DOOR FITTINGS

16

DOORS AND WINDOWS:

17

DOORS AND WINDOWS FITTINGS

18

STEEL AND ALUMINIUM WORKS

19

ROOFING WORKS

20

STEEL WORKS

21

ALUMINUM WORKS

22

PAINTING AND POLISHING WORKS

23

WATER SUPPLY AND SANITATION

24

SANITARY FITTINGS

25

CARRIAGES

26

THEORITICAL CONSUMPTION

27

BASIC RATES

5

Page No.

PART- II ROAD, BRIDGES & RIVER TRAINING WORKS GENERAL NOTES 1

CARRIAGE OF MATERIALS

2

SITE CLEARANCE

3

EARTH WORK, EROSION CONTROL AND DRAINAGE

4

SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS

5

BASES AND SURFACE COURSES (BITUMINOUS)

6

CEMENT CONCRETE PAVEMENTS

7

GEOSYNTHETICS AND REINFORCED EARTH

8

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

9

PIPE CULVERTS

10

MAINTENANCE OF ROADS

11

HORTICULTURE

12

FOUNDATIONS FOR BRIDGE WORKS

13

SUB-STRUCTURE FOR BRIDGE WORKS

14

SUPER-STRUCTURE FOR BRIDGE WORKS

15

RIVER TRAINING AND PROTECTION WORKS

16

REPAIR AND REHABILITATION OF BRIDGES

17

THEORITICAL CONSUMPTION

18

BASIC RATES

19

STANDARD TABLES AND USEFUL DATAS

6

SCHEDULE OF RATES - 2012 PART – I : BUILDINGS AND OTHER WORKS

S/N

ITEMS

UNIT

RATES - 2012

PREPARATORY AND EARTH WORK Quarrying of stone, stone chips, sand, earth etc.

cum

300.00

1.2.1 1.2.2

Stone chips 10mm and down gauge. 20mm and down gauge.

cum cum

1100.00 900.00

1.2.3 1.2.4

21mm to 25mm. 26mm to 38mm.

cum cum

750.00 700.00

1.2.5

39mm to 64mm. Sand.

cum cum

650.00 350.00

Soil. Chisel dressing of stone ( 20cm x 15cm x 15cm )

cum cum

50.00 13044.28

sqm

3.90

sqm

1.97

cum

100.18

cum

54.67

cum

152.31

1 1.1 1.2

1.3 1.4

2

PREPARATORY WORKS Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

2.1

2.2

Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.

3 3.1 3.1.1

3.1.2

3.2 3.2.1

EARTH WORK IN HILL CUTTING WORKS: Excavation in Hill Area in Soil by Mechanical Means in Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead up to 1000 meters. In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side. Excavation in Hill Area in Soil by Manual Means Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 meters.

7

3.2.2

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side.

cum

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting.

cum

3.3.1

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 meters.

cum

152.96

3.3.2

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side.

cum

93.25

3.3

3.4

102.20

Excavation in Hilly Area in Ordinary Rock by Manual Means not Requiring Blasting. 3.4.1

Excavation in hilly area in ordinary rock not requiring blasting by Manual means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 50 meters.

cum

268.98

3.4.2

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side.

cum

218.87

cum

238.79

cum

243.34

cum

207.25

3.5 3.5.1

3.5.2

3.6 3.6.1

Excavation in Hilly Areas in Hard Rock Requiring Blasting Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead upto 50 meters. Excavation in hilly areas in hard rock requiring blasting, by Manual means including trimming of slopes and collection of 40% of cut material and disposal of rest of the materials with all lifts and lead upto 50 meters. Excavation in Hilly Areas in Hard Rock Blasting Prohibited Excavation in hilly areas in hard rock requiring blasting, by Manual means including trimming of slopes and stacking of 60% of cut material with all lifts and lead upto 50 meters.

8

4 4.1

EARTH WORK IN FOUNDATION TRENCHES: Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in 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 and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

cum

164.74

4.2

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in 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 and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock

cum

257.17

4.3

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in 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 and disposal of surplus excavated soils as directed, within a lead of 50m. Hard rock (requiring blasting)

cum

496.98

4.4

Excavation work by mechanical means (Hydraulic Excavator)/ manual means in 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 and disposal of surplus excavated soils as directed, within a lead of 50m. Hard rock (blasting prohibited)

cum

515.33

4.5

Extra for every additional lift of 1.5 m or part thereof in (All kinds of soil).

29.00

4.6

Extra for every additional lift of 1.5 m or part thereof in (Ordinary or hard rock).

52.20

5 5.1

FILLING WORKS Filling inside plinth in building works with 23cm layers, consolidated to 15cm including watering, ramming etc, all complete.

cum

126.44

5.2

Filling with available excavated earth in trenches, plinth and side of foundation in building works with layers not exceeding 20cm in depth including consolidation of each layer by ramming, watering etc, all complete.

cum

68.44

5.3

Sand filling in building works in layer not exceeding 20cum including watering, ramming etc, all complete.

cum

464.75

5.4

Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.

cum

359.60

9

5.5

5.5.1

Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Manual means)

Cum

560.28

5.5.2

Providing and laying hand packed stone soling in buildings works with clean hard selected stones, all complete. (Mechanical means)

Cum

464.56

CEMENT CONCRETE 6

CEMENT MORTAR Providing and laying cement mortar in specified mix including curing etc. all complete: 6.1

Cement mortar 1:1 (1cement: 1clean coarse sand)

cum

9218.78

6.2

Cement mortar 1:2 (1cement, 2 clean coarse sand).

cum

6095.98

6.3

Cement mortar 1:3 (1cement, 3 clean coarse sand).

cum

5012.85

6.4

Cement mortar 1:4 (1cement, 4 clean coarse sand).

cum

3903.76

6.5

Cement mortar 1:5 (1cement, 5 clean coarse sand).

cum

3306.55

6.6

Cement mortar 1:6 (1cement, 6 clean coarse sand).

cum

2794.66

7.1

CEMENT CONCRETE: (cast in situ) Providing and Laying in position cement concrete of specified grade including compacting curing etc all complete.

7

7.1.1

1:1:2 (1cement, 1coarse sand, 2 graded stone aggregate of 20mm nominal size)

cum

7030.06

7.1.2

1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size)

cum

5427.24

7.1.3

1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size)

cum

4608.12

7.1.4

1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size)

cum

4420.20

7.1.5

1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size)

cum

3821.97

7.1.6

1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 40mm & down size)

cum

3563.29

7.1.7

1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of 40mm & down size)

cum

3136.71

7.1.8

1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate of 40mm & down size)

cum

2795.45

10

7.2

Providing & Laying in position cement concrete of specified grade including compacting curing etc all complete with Recron 3S of fiber length 6 or 12 mm (125 gm of recron 3S per a bag of cement) as per the direction of Engineer in Charge. 7.2.1

1:1:2(1cement, 1coarse sand, 2 graded stone aggregate of 20mm nominal size)

cum

7666.91

7.2.2

1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size)

cum

5844.84

7.2.3

1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size)

cum

4942.20

7.2.4

1:2:4 mix.(1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size)

cum

4754.28

7.2.5

1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size)

cum

4051.65

7.2.6

1:3:6 mix.(1 cement, 3 coarse sand, 6 stone aggregate of 40mm & down size)

cum

3792.97

7.2.7

1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of 40mm & down size)

cum

3225.45

7.2.8

1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate of 40mm & down size)

cum

2863.31

7.3

Providing and Laying damp proof coarse 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean coarse sand, 4 graded stone aggregate 12.5 mm & nominal size) as per the direction of Engineer in Charge.

sqm

224.37

7.4

Providing and Laying damp proof course 40 mm thick with cement concrete 1:2:4 ( 1 cement, 2 Clean course sand, 4 graded stone aggregate 12.5 mm nominal size) with Recron 3S of fiber length 6 or 12 mm (125 gm of recron 3S per a bag of cement) as per the direction in Engineer in Charge.

sqm

232.39

8

REINFORCED CEMENT CONCRETE CAST IN SITU Providing and Laying in position specified grade of reinforced cement concrete excluding the cost of form work, finishing and reinforcements.

8.1

8.1.1

1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone aggregate 20mm and down nominal gauge size)

cum

7271.05

8.1.2

1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge)

cum

5495.67

8.1.3

1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of 20mm nominal size).

cum

4849.11

11

8.2

Providing & Laying in position specified grade of reinforced cement concrete of nominal mix excluding the cost of form work, finishing & reinforcements with Recron 3S of fiber length 6 or 12 mm (125 gm of recron 3S per a bag of cement) as per the direction of Engineer in Charge. 8.2.1

1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone aggregate 20mm and down nominal gauge size)

cum

7907.90

8.2.2

1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm and down nominal gauge)

cum

5913.27

8.2.3

1:2:4 (1cement,2coarse sand, 4 graded stone aggregate of 20mm nominal size).

cum

5183.19

9

CEMENT PLASTER WORKS: Providing and Laying 12mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing complete.

9.1

9.1.1

1:3 Mix

sqm

132.30

9.1.2

1:4 mix.

sqm

116.33

9.1.3

1:5 Mix

sqm

107.73

9.1.4

1:6 Mix.

sqm

100.36

9.2

Providing and Laying 15mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing etc all complete. 9.2.1

1:3 Mix

sqm

155.13

9.2.2

1:4 mix.

sqm

136.05

9.2.3

1:5 Mix

sqm

125.78

9.2.4

1:6 Mix.

sqm

116.97

9.3

Providing and Laying 20mm thick cement plaster of specified mix in single coat including finishing even and smooth and curing etc all complete. 9.3.1

1:3 Mix

sqm

191.46

9.3.2

1:4 mix.

sqm

166.61

9.3.3

1:5 Mix

sqm

153.24

9.3.4

1:6 Mix.

sqm

141.77

12

9.4

9.4.1

Providing and Laying 12mm thick cement plaster of specified mix with Recorn 3S having a fiber length of 4.8 mm ( 100 gm / bag of cement) in single coat including finishing even and smooth and curing complete . 1:3 Mix

sqm

139.12

9.4.2

1:4 mix.

sqm

121.41

9.4.3

1:5 Mix

sqm

111.91

9.4.4

1:6 Mix.

sqm

103.70

9.5.1

Providing and Laying 15mm thick cement plaster of specified mix with Recorn 3S having a fiber length of 4.8 mm ( 100 gm / bag of cement) in single coat including finishing even and smooth and curing etc all complete. 1:3 Mix

sqm

163.27

9.5.2

1:4 mix.

sqm

142.11

9.5.3

1:5 Mix

sqm

130.73

9.5.4

1:6 Mix.

sqm

120.96

9.6.1

Providing and Laying 20mm thick cement plaster of specified mix with Recorn 3S having a fiber length of 4.8 mm (100 gm / bag of cement) in single coat including finishing even and smooth and curing etc all complete. 1:3 mix.

sqm

202.06

9.6.2

1:4 mix.

sqm

174.51

9.6.3

1:5 Mix

sqm

159.68

9.6.4

1:6 Mix.

sqm

146.97

Extra for plastering exterior walls of height more than 10m from G.L. for every additional height of 3m or part thereof.

sqm

15.66

sqm

1214.86

sqm

1209.83

sqm

90.08

9.5

9.6

9.7

9.8 9.8.1

POINTING ON BRICKS / STONE WORKS Pointing on bricks works with 1:3 mix cement mortar (1 cement, 3 fine sand) ( Raised or cut pointing)

9.8.2

Pointing on stone works with 1:3 mix cement mortar (1 cement, 3 fine sand) (raised or cut pointing)

9.10. 9.10.1

FINISHING Providing and laying plaster of paris putty of 2mm thick over plastered surface to prepare the surface even and smooth all complete:

13

10 10.1

BUILDING PARTITION WORKS Providing and laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar (1 cement and 4 course sand) including carriage of bricks up to work site, curing etc all complete.

sqm

639.14

10.2

Providing and Laying first class brick work in one brick thick in superstructure of standard size bricks with 1:5 cement mortar (1cement and 5 clean coarse sand) as per the direction of Engineer in Charge including curing etc all complete.

cum

5399.93

10.3

Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) as per the direction of Eng.-in-charge including curing etc. all complete.

cum

5327.85

10.4

Providing Ekra walling with matured bamboo spits with 20mm thickness. Cement plaster 1:3mix (1cement, 3clean coarse sand) on both sides as per the direction of Engineer in Charge including curing complete.

sqm

503.40

10.5

Providing and Laying 15cmx 23cm.x40cm size hollow blocks made with 1:3:6 c.c. (1cement, 3 clean coarse sand, 6 clean hard graded stone chips) in 1:4 c.m. (1cement, 4 clean coarse sand) as per the direction of Engineer in Charge including curing complete.

sqm

583.37

10.6

Providing and Laying solid block (10cmx15cmx30cm) of 1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone chips of 20mm nominal gauge) in 1:4 c.m. (1cement, 4clean coarse sand) including curing complete.

sqm

945.72

10.7

Providing and Laying first class brick work in half brick thick in superstructure of standard size bricks with 1:4 cement mortar (1 cement and 4 coarse sand) mixed with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of cement) as per the direction of Engineer in Charge including curing etc all complete.

sqm

649.01

10.8

Providing and Laying first class brick work in one brick thick in superstructure of standard size bricks with 1:5 cement mortar (1cement and 5 clean coarse sand) mixed with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of cement) as per the direction of Engineer in Charge including curing etc all complete.

cum

5471.85

10.9

Providing and Laying first class brick masonry in one and half brick thick wall in superstructure with 1:6 cement mortar (1 cement, 6 clean coarse sand) mixed with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of cement) as per the direction of Engineer in Charge including curing etc. all complete.

cum

5770.40

14

10.10

Providing Ekra walling with matured bamboo spits with 20mm thickness. cement plaster 1:3mix (1cement, 3clean coarse sand) mixed with Recron 3S of fiber length 4.8 mm ( 100 gm/bag of cement) on both sides as per the direction of Engineer in Charge including curing complete.

sqm

527.82

10.11

Providing and Laying 15cmx 23cm.x40cm size hollow blocks made with 1:3:6 c.c. (1cement, 3 clean coarse sand, 6 clean hard graded stone chips) in 1:4 c.m. (1cement, 4 clean coarse sand) mixed with Recron 3S of fiber length 4.8 mm (100 gm/bag of cement) as per the direction of Engineer in Charge including curing complete.

sqm

604.66

10.12

Providing and Laying solid block (10cmx15cmx30cm) of 1:3:6 c.c (1cement, 3clean coarse sand, 6clean hard stone chips of 20mm nominal gauge) in 1:4 c.m. (1cement, 4clean coarse sand) mixed with Recron 3S of fiber length 4.8 mm (100 gm/bag of cement) as per the direction of Engineer in Charge including curing complete.

sqm

955.60

sqm

215.99

11 11.1

FLOORING WORKS Providing and Laying of 18mm thick 30 cm height cement plaster skirting with cement mortar 1:3 (1cement,3coarse sand) finished with a floating coat of neat cement including rounding of junctions and curing complete.

11.2

Providing and Laying of 21mm thick 30 cm height cement plaster skirting with cement mortar 1:3 (1cement,3coarse sand) finished with a floating coat of neat cement including rounding of junctions and curing complete.

sqm

249.80

11.3

Providing and Laying 40 mm thick 1:2:4 c.c. (1cement, 2coarse sand,4 of 12.5mm and down stone aggregate) flooring with floating coat of neat cement to give a smooth surface in not exceeding 02 sqm including cost of glass strips and curing etc complete in all building floors wherever specified.

sqm

295.73

11.4

Providing and Laying 40 mm thick with Recorn 3S polyester fiber of specified length (anti seepage / cracking) in 1:2:4 c.c. (1cement, 2 coarse sand, 4 stone aggregate of size 12.5mm and down )flooring with floating coat of neat cement to give a smooth surface in not exceeding 02 sqm. including cost of glass strips and curing etc with complete in all building floors wherever specified.

sqm

313.48

15

11.5

Providing and Laying 40 mm thick Ironite flooring in 1:2:4 c.c. (1cement, 2coarse sand,4 stone aggregate of size 12.5mm and down )flooring with floating coat of neat cement to give a smooth surface in not exceeding 02 sqm. including cost of glass strips and curing etc all complete in all building floors wherever specified.

sqm

305.59

11.6

Providing and Laying 40 mm thick 1:2:4 c.c. (1cement, 2coarse sand,4 stone aggregate of size 12.5mm and down )flooring with floating coat of neat cement to give a smooth surface in not exceeding 02 sqm. (without glass strip) curing etc complete in all building floors wherever specified. Extra for making chequers of approved pattern in C.C floors over item No.13.3

sqm

274.14

sqm

24.36

11.8

Providing and Laying 18mm thick with under layer of 12mm thick cement plaster 1:3 red oxide plaster skirting up to 30cm height with top layer of 6mm thick plaster of cement Red oxide mix c.m. 1:3 using 3.5kg red oxide of iron per 50kg of cement finished with a floating coat of neat similar cement red oxide mix including rounding of junctions and curing complete.

sqm

380.34

11.9

Providing and Laying 21mm thick with under layer of 15mm thick cement plaster 1:3 red oxide plaster skirting up to 30cm height with top layer of 6mm thick plaster of cement Red oxide mix 1:3 c.m using 3.5kg red oxide of iron per 50kg of cement finished with a floating coat of neat cement including rounding of junctions and curing complete.

sqm

407.78

11.10

Providing and Laying. 40 mm thick Red oxide flooring with under layer 30mm thick c.c. 1:2:4 and top layer of 10mm thick plaster of red oxide and cement mix cement mortar 1:3 finished with a floating coat of neat similar cement red oxide mix including cement slurry, rounding of junction all complete:

sqm

511.72

11.11

Providing and Laying 40mm thick marble chips flooring in light shade pigment with white cement rubbed and polished with under layer of c.c. 1:2:4 (1cement, 2coarse sand, 4graded stone aggregate of 12.50mm size) and top layer of marble chips laid in cement marble powder mix 3:1 (3cement, 1marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips) by volume including cement slurry, pigments, curing etc. all complete.

sqm

835.69

11.7

16

11.12

Providing and laying 40mm thick mosaic flooring medium shade pigment with ordinary cement 50% and white cement 50% rubbed and polished with under layer of c.c. 1:2:4 (1cement, 2coarse sand, 4graded stone aggregate of 12.50mm size) and top layer of marble chips laid in cement marble powder mix 3:1(3cement, 1marble powder) by weight in proportion of 4:7 ( 4 cement marble powder mix : 7 marble chips) by volume including cement slurry, pigments curing etc. all etc complete.

sqm

793.73

11.13

Providing and laying. 40mm thick mosaic flooring dark shade with ordinary cement rubbed and polished with under layer of c.c. 1:2:4 (1cement, 2coarse sand, 4graded stone aggregate of 12.50mm size) and 6mm top layer of marble chips laid in cement marble powder mix 3:1 (3cement, 1marble powder) by weight in proportion of 4:7 (4 cement marble powder mix: 7 marble chips) by volume including cement slurry, pigment, curing etc. complete.

sqm

751.77

11.14

Providing and laying. 18mm thick (up to 30 cm high) marble chips skirting (light shade), rubbed and polished of top layer 6mm thick marble chips of size 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3cement, 1marble powder) by weight in proportion of 4:7(4cement marble powder mix, 7marble chips) by volume including rounding the edges, curing etc complete.

sqm

878.81

11.15

Providing and Laying. 21mm thick (up to 30 cm high) marble chips skirting (light shade), rubbed and polished of top layer 6mm thick marble chips of size 1mm to 4mm nominal size laid in cement marble powder mix 3:1 (3cement, 1marble powder) by weight in proportion of 4:7(4cement marble powder mix, 7marble chips) by volume including rounding the edges, curing etc complete.

sqm

983.63

11.16

Extra for providing and fixing glass strips in joints of marble chips / Cement concrete floors.

sqm

31.26

11.17

Extra for laying terroza flooring on stair case treads not below 30 cm in width including cost of forming, nosing etc.

sqm

36.54

11.18

Providing and Laying flooring with marble stone slabs flooring of size not less than 1.0 sqm of 20mm thick laid over 20mm(average)1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete (Zebra black marble or equivalent)

sqm

1721.62

17

11.19

Providing and Laying marble stone slabs 20mm thick marble stone slabs flooring of size not less than 1.0 sqm of 20mm thick laid over 20mm(average)1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete (Raj agar Plain Marble / Udaipur green marble or equivalent)

sqm

2258.12

11.20

Providing and Laying flooring with granite marble stone slabs 20mm thick granite stone slabs flooring of size not less than 1.0 sqm of 20mm thick laid over 20mm (average) 1:4cm thick bare laid cement concrete and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete.

sqm

2693.12

11.21

Extra for marble stone flooring for treads of steps.

RM

197.20

11.22

Extra for nosing in marble stone for treads.

RM

136.30

11.23

Providing and Laying 20mm thick marble stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m. 1:3 and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete (Zebra black marble or equivalent)

sqm

1924.44

11.24

Providing and Laying 20mm thick marble in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m. 1:3 and joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete (Raj agar Plain Marble / Udaipur green marble or equivalent)

sqm

2460.93

11.25

Providing and Laying 20mm thick granite stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m. 1:3 joint treated with white cement, mixed with matching pigment, curing including rubbing to give a granite finish, as per the direction of Engineer in Charge and carriage of material up to work site, all complete.

sqm

2895.93

11.26

Providing and Laying. 25mm thick kota stone slab flooring over 20mm thick 1:4 cm base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including cutting, rubbing and polishing complete.

sqm

1144.41

18

11.27

Providing and Laying kota stone slabs 25mm thick in Risers of steps, skirting dado and walls laid on 12mm thick (average) thick base of c.m. 1:3 (1 cement, 3 coarse sand) and jointed with grey cement slurry mixed with pigments to match the shade of the slab including cutting, rubbing and polishing complete.

sqm

1337.93

11.28

Providing & Laying white or colored glazed vitrified tiles of Orient / Somani or equivalent colour in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. Providing and Laying white or colored glazed vitrified tiles of classic colour or equivalent in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.

sqm

1517.70

sqm

1571.53

11.30

Providing and Laying white or colored glazed vitrified tiles Pearl (white, marvel Atlanta, jet black etc or equivalent) in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.

sqm

2077.97

11.31

Providing and Laying white or colored glazed tiles of size 200mm x 300mm of plain/normal prints colours (white, grey, ivory, platinum, cream, glacier white, summers and, beach, wood duro, melody, or equivalent) in skirting, risers of steps and Dados on 12mm thick cement plaster (1cement, 3coarsed sand) 1:3 bare and jointed with white cement slurry.

sqm

970.58

11.32

Providing and Laying Chequers tiles in on flooring over 12mm thick cement plaster (1cement, 3coarsed sand) 1:3 bare and jointed with white cement slurry.

sqm

855.59

11.33

Providing and Laying white or colored or ceramic glazed tiles of size 200mm x 300mm luster printed ( loreno, bronzo, colubia or equivalent) in skirting, risers of steps and Dados on 12mm thick cement plaster (1cement, 3coarsed sand) 1:3 bare and jointed with white cement slurry.

sqm

1017.00

11.34

Providing and Laying white or colored or ceramic glazed tiles of size 200mm x 300mm Special colour(black, burgundy, pink, midnight blue, alpine blue or equivalent) in skirting, risers of steps and Dados on 12mm thick cement plaster (1cement, 3coarsed sand) 1:3 bare and jointed with white cement slurry.

sqm

1150.99

11.35

Providing and Laying plain colored glazed ceramic tiles of size 300mm x 300mm in plain colours (white, grey, ivory platinum, leather brown etc or equivalent), on floors landing etc laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry. 19

sqm

835.62

11.29

11.36

Providing and Laying colored glazed tiles of special colour( black, sorrento, maroon, cotto, kota green, sand dune, fume colour, droplets etc. or equivalent) in flooring, treads of steps landing etc of size 300mm x 300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.

sqm

993.95

11.37

Providing and Laying white or colored glazed tiles anti skid ( elegant, cashmere, Egyptian rustic, celebrity, lara etc or equivalent) of glossy series or celebrity, elegant or equivalent in flooring, treads of steps landing etc of size 300mm x 300mm laid on a bed of 15mm, cm 1:3 (1cement, 3coarse sand) finished with flush pointing with white cement slurry.

sqm

993.95

11.38

Providing & Laying 40 mm thick Red oxide flooring with Recorn 3S polyester fiber (anti seepage/cracking) under layer 30mm thick c.c. 1:2:4 and top layer of 10mm thick plaster of red oxide and cement mix cement mortar 1:3 finished with a floating coat of neat similar cement red oxide mix including cement slurry, rounding of edges and junctions, strips and curing etc, all etc complete.

sqm

524.27

cum

3441.42

12 12.1

MASONRY WORKS Providing and Laying Plum concrete in 1:2:4 c.c. (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

12.2

Providing and Laying Plum concrete in 1:4:8 c.c. (1cement, 4 coarse sand, 8 clean hard graded stone chips of 40 mm down nominal gauge) with 50% clean hard stone of sizes not exceeding 15cm including shuttering, compacting and curing complete, as per the direction of Engineer in Charge.

cum

2705.71

12.3

Providing and laying Hand Packed wall with clean hard selected stone including centering aligning and slopes/curves etc, complete as per the direction of Engineer in Charge.

cum

488.65

12.4

Providing and Laying Random Rubble Stone Masonry wall with hammer dressed with bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down) clean hard selected stone, including centering aligning and slopes/curves etc, complete as per the direction of Engineer in Charge

cum

884.89

20

12.5

Gabian Structure (Providing and construction of a gabain structure with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire

cum

1786.11

12.6

Providing and Laying Random Rubble Stone Masonry in 1:3:6 c.c. (1 cement, 3 sand, 6 clean hard graded stone chips, size 40mm gauge) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down) and curing etc, complete as per the direction of Engineer in Charge, excluding the cost of carriage of materials.

cum

2722.26

12.7

Providing and Laying. Random Rubble Stone Masonry in 1:4:8 c.c. (1cement, 4 sand, 8 clean hard graded stone chips of 40 mm nominal gauge) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), curing etc , complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

cum

2467.24

12.8

Providing and laying. coarse Rubble Stone Masonry with hammer dressed clean hard selected stone in 1:3:6c.c. (1 cement, 3 sand, 8 clean hard graded stone ships of size 40mm) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down) and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

cum

2971.66

12.9

Providing and laying. coarse Rubble Stone Masonry in 1:4:8 c.c. ( 1 cement, 4 sand, 8 clean hard graded stone chips of size 40mm and down) including bond stone, through stone of size 150mm x 150mm x 450mm manufactured in 1:4:8 (1cement, 4 clean coarse sand, 8 clean hard stone aggregate of size 40 mm and down), and curing etc, complete as per the direction of Engineer in Charge excluding the cost of carriage of materials.

cum

2766.09

12.10

Providing and laying. Chisel Dressed Stone Masonry with chisel dressed clean hard selected stone in 1:5 Cement Mortar (1cement, 5 coarse sand) including centering, lining and curing etc as per the direction of Engineer in Charge, all complete.

cum

10861.19

21

12.11

13 13.1

Providing and laying parapet of standard size on 1:2:4 (1cement, 2coarse sand, 4clean hard graded stone chips of 20 mm down nominal gauge) plum concrete and plastering with 1:4 mix cement mortar of 12mm thick with recron 3S with lime washing three or more coats, complete as per the direction of the Engineer- inCharge. 12.11.1

45cm height, 30 cm top and 45 cm bottom

RM

834.62

12.11.2

60cm height, 45 cm top and 60cm bottom

RM

1474.94

RM

185.77

DRAINAGE Providing standard 'V' shaped drain with hammer dressed clean hard selected stones and finished with cement pointing in 1:4 cement mortar including curing etc complete, as per the direction of the Engineer in Charge.

13.2

Providing box drain of 30 cm (ht) x 45 cm (width) internal dimension with 1:2:4 Plum concrete (20mm & down) in side walls thickness of 23 cm (hill side) and 30 cm (road side) and 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones complete, as per the direction of the Engineer in Charge.

RM

1259.90

13.3

Providing box drain of 60 cm (ht) x 45 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm (hill side) and 30 cm (road side) with1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including providing & laying guard stones, complete as per the direction of the Engineer-inCharge.

RM

1867.95

13.4

Providing U shaped drain of 23cm (ht) x 23 cm (width) of internal dimension with 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm on both side with 1:3:6 (20 mm & down) base concrete of thickness of 15 cm with standard specification over 15 cm stone soling including 1:3 cement plaster with neat cement polishing & rounding of junction, as per the direction of the Engineer in Charge.

RM

694.29

13.5

Providing and laying Hume pipe semicircular drain 23 cm internal dimension 1:2:4 Plum concrete (40mm & down) side wall thickness of 23 cm (hill side) and 30 cm (road side) with1:3:6 (20 mm & down) base concrete of thickness of 75mm with standard specification over 15 cm stone soling including providing & laying guard stone complete as per the direction of Engineer in Charge.

RM

#REF!

22

13.6

Providing and laying standard 'V' shaped drain with cement concrete base in 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 20mm and down) mix of 100mm thick over clean hard selected stones soling of 150mm thick and 1:2:4 (1 cement, 2 clean coarse sand, 4 stone chips 40mm and down) mix plum concrete along the vertical side of thickness 150mm and depth 450mm including curing, compacting, as per the direction of the Engineer- in - Charge.

14

RM

752.49

FORM WORK: Providing, fixing & removing form work for casting R.C.C items as indicated below: with imported timber from outside the state)

14.1

14.1.1

Beam, lintels, girders, bresumers and cantilevers.

sqm

415.46

14.1.2

Foundation, footings, base of column etc for mass concrete. Wall

sqm

429.40

sqm

441.06

sqm

630.75

14.1.5

Floor slab, roof slab, landing, balcony and access platform. Circular columns

sqm

719.98

14.1.6

Square columns

sqm

568.00

14.2.1

Providing, fixing & removing form work for casting R.C.C items as indicated below: with locally available timber) Beam, lintels, girders, brersumers and cantilevers.

sqm

371.49

Foundation, footings, base of column etc for mass concrete. Wall

sqm

363.77

sqm

380.25

sqm

473.89

14.2.5

Floor slab, roof slab, landing, balcony and access platform. Circular columns

sqm

608.86

14.2.6

Square columns

sqm

511.89

14.1.3 14.1.4

14.2

14.2.2 14.2.3 14.2.4

15

TIMBER WORKS AND DOOR FITTINGS: Providing, fitting and fixing of undressed local timber (tooni, katus equivalent) in all types of frames complete.

15.1 15.1.1

With imported timber from outside the state.

cum

26377.03

15.1.2

With locally available timber

cum

21709.01

cum

33169.82

15.2

Providing, fitting and fixing of dressed local timber (tooni, katus equivalent) in all types of frames complete. 15.2.1

With imported timber from outside the state. 23

15.2.2

With locally available timber

cum

Providing, fitting and fixing of undressed sal timber in all types of frames complete

cum

15.3.1

With imported timber from outside the state.

cum

54918.47

15.3.2

With locally available timber

cum

44749.10

15.3

15.4

28501.80

Providing, fitting and fixing of dressed sal timber in all types of frames complete 15.4.1

With imported timber from outside the state.

cum

61711.26

15.4.2

With locally available timber

cum

51541.89

15.5

Providing, fitting and fixing 38mm flooring in local timber equivalent to champ and panisaz and base frame in timber equivalent to katus excluding the cost of polishing and including the cost of one coat priming on the base frame complete. 15.5.1

With imported timber from outside the state.

sqm

2965.09

15.5.2

With locally available timber

sqm

1889.83

15.6.1

Providing, fitting and fixing 38mm flooring in sal timber over a frame of sal timber excluding the cost of polishing and including cost of one coat priming on the base frame complete. With imported timber from outside the state.

sqm

3777.01

15.6.2

With locally available timber

sqm

3167.92

15.7.1

Providing / Fitting / Fixing 6mm thick ply false ceiling /paneling in wooden frames of timber panisaz or equivalent, excluding the cost of polishing and including cost of one coat priming on unexposed frame all complete. With imported timber frame work

sqm

1523.11

15.7.2

Frame work with locally available timber

sqm

903.16

15.8.1

Providing / Fitting / Fixing 25mm ceiling in wooden frames panisaz or equivalent including frame work excluding the cost of polishing and priming all complete. With imported timber

sqm

2380.86

sqm

1989.74

sqm

2088.13

15.6

15.7

15.8

15.8.2 15.9

15.9.1

With locally available timber Providing / Fitting / Fixing 25 mm thick false ceiling / paneling of silver fir in wooden frames of timber equivalent to Katus or pakha saaj or equivalent excluding the cost of polishing and including cost of one coat priming on unexposed frame all complete. With imported timber 24

15.9.2 15.10

sqm

886.27

Providing, fitting and fixing 25 mm thick false ceiling / paneling of dhupi or local timber in timber frames of timber equivalent to Katus or pakha saaj or equivalent excluding the cost of polishing and including cost of one coat priming on unexposed frame 15.10.1

With imported timber

sqm

1886.06

15.10.2

With locally available timber

sqm

1262.79

15.11.1

Providing, fitting and fixing 25mmx50mm dressed ceiling, beads in timber equivalent to rani champ or panisaz or same quality of timber used in ceiling work all complete With imported timber

RM

86.55

15.11.2

With locally available timber

RM

64.82

15.12.1

Providing, fitting and fixing 200mm x 25mm eaves board in dressed sal timber with 50mmx25mm beads in the same timber. With imported timber

RM

331.43

RM sqm

274.61 1641.13

15.11

15.12

15.12.2 15.13

With locally available timber

With locally available timber Providing / Fitting / Fixing Gypsum board ceiling having composite thickness of 67mm consisting of frames and double skin 8.5mm thick glass reinforced gypsum (GRG) board manufactured by spray suction technique with high strength plaster of paris confirming to IS 8272 i/c providing and fixing frame works made of special section power pressed MS sheet and galvanized with Zinc coating of grade 175and consisting of floor and ceiling channel 50mm wide having equal flanges of 32mm width 0.50 m thick fixed to floor/ceiling at spacing 610 mm centre to centre by 6mm dia. bolts and nuts to both ends of ceiling (hang on truss)/ partition fixed on wall with rawl plugs) at the spacing of 450mm c/c and fixing of GRG boards to either frame work by 20mm long drive screws on studs, floors, ceiling channel spacing of 300mm c/c i/c jointing and finishing to a flush finish with recommended joints filler, join paper tapes i/c two coats of primer suitable for GRG board as per manufacture specification all complete:

25

15.1

Providing / Fitting / Fixing in position suspended exposed grid false ceiling using E-Board pearl (tested for inflammability as per IS 11871)& E- Grid of grid size 1200 x 600 x/600 x 600 mm with main runners 39 x 24.7 mm cross Tee 29 x 24.7mm and wall angle 22.2 x 22.2 mm placing 4mm thick E-Board pearl in the grid of EGrid duly suspended with 4mm dia GI bars hangers fixed with tee dash fastener of fro purlin of the roof with butterfly clips & hold down clips, providing provision for light fixtures air conditioning diffuser and ducts, sprinklers, smoke, detectors i/c paintings water based acrylic cement primer etc all complete:

16

sqm

1323.56

DOORS AND WINDOWS: Providing fitting and fixing in position of fully paneled shutters in windows and doors of champ timber or equivalent including steel butt hinges screws 12mm thick panels etc complete.

16.1

16.1.1

30mm thick panel door

sqm

2609.42

16.1.2

32mm thick panel door

sqm

2783.39

16.1.3

35mm thick panel door

sqm

3044.33

16.1.4

40mm thick panel door

sqm

3479.23

16.1.5

45mm thick panel door

sqm

3914.14

16.1.6

50mm thick panel door

sqm

4349.04

16.2.1

P/F/F in position of fully glazed shutters in windows and doors of champ wood or equivalent including steel butt hinges, screws, 3mm glass panes of modi guard or equivalent etc complete. 30mm

sqm

2073.78

16.2.2

32mm

sqm

2204.68

16.2.3

35mm

sqm

2411.37

16.2.4

40mm

sqm

2755.85

16.2.5

45mm

sqm

3100.33

16.2.6

50mm

sqm

3444.81

sqm

2042.40

16.2

16.3

P/F/F of half paneled and half glazed (4 mm thick water proof ply of modi guard or equivalent) as per the thickness specified using champ wood or equivalent including steel butt hinges with necessary screws complete. 16.3.1

30mm 26

16.3.2

32mm

sqm

2178.56

16.3.3

35mm

sqm

2382.80

16.3.4

38mm

sqm

2723.20

16.3.5

45mm

sqm

3063.60

16.3.6

50mm

sqm

3404.00

16.4

Providing, fitting and fixing water proof flush door shutters, solid block hard core construction with frame of 1st class hard timber with well matched 3mm teak ply decorative type on one faces of the shutters including hinges with screws complete. 16.4.1

30mm

sqm

2373.50

16.4.2

32mm

sqm

2531.73

16.4.3

35mm

sqm

2769.08

16.4.4

38mm

sqm

3006.43

16.4.5

40mm

sqm

3164.66

16.5

Providing fitting and fixing water proof flush doors shutters, solid block hard core construction with frame of 1st class hard timber, with well matched 3mm commercial ply (both faces) including hinges with screws complete. 16.5.1

30mm

sqm

2076.40

16.5.2

32mm

sqm

2214.82

16.5.3

35mm

sqm

2422.46

16.5.4

38mm

sqm

2630.10

16.5.5

40mm

sqm

2768.53

16.6

Providing, fitting and fixing battened door in 30mm thick 1st class timber of champ timber, panisaj or equivalent with hinges and screws in iron all complete.

sqm

1788.56

16.7

Providing and fixing of 12mm thick and 100mm wide pelmets with (25mm dia.) curtain' rods and brackets including fixing with (25x3)mm M.S flat 10cm long and plugs etc. complete in champ timber or equivalent with necessary screws/nails.

RM

245.40

27

16.8

Providing fitting fixing Fibre Glass reinforced plastic door frames of cross section 90 x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. . The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Doorframe laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks in all the three legs. The frame shall be covered with fibre glass from all sides. MS stay shall be provided at the bottom to steady the frame.

RM

527.28

16.9

Providing and fixing to existing door shutter 30 mm thick Glass Fibre Reinforced Polyester (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden blocks of seasoned wood inside at required placed for fixing and fittings, cast monolithically with 5 mm thick FRP laminate for panels confirming to TADS 6: 1993 and / or IS 14856-2000 including fixing to frames.

sqm

3808.59

16.10

Providing fitting fixing Fibre Glass reinforced plastic door frames of cross section 150 x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. . The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Doorframe laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks in all the three legs. The frame shall be covered with fibre glass from all sides. MS stay shall be provided at the bottom to steady the frame.

RM

614.57

16.11

Providing and fixing to existing door shutter 35 mm thick Glass Fibre Reinforced Polyester (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden blocks of seasoned wood inside at required placed for fixing and fittings, cast monolithically with 5 mm thick FRP laminate for panels confirming to TADS 6: 1993 and / or IS 14856-2000 including fixing to frames.

sqm

2996.29

16.12

Providing and fixing to existing door shutter 40 mm thick Glass Fibre Reinforced Polyester (FRP) paneled door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden blocks of seasoned wood inside at required placed for fixing and fittings, cast monolithically with 5 mm thick FRP laminate for panels confirming to TADS 6: 1993 and / or IS 14856-2000 including fixing to frames.

sqm

3246.03

28

16.13

Providing and fixing to existing door shutter 30 mm thick Glass Fibre Reinforced Polyester (FRP) Flush door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, cast monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS:14856:2000 complete as per direction of Engineer-incharge. of seasoned wood inside at required placed for fixing and fittings.

sqm

2770.01

16.14

Providing and fixing to existing door shutter 35 mm thick Glass Fibre Reinforced Polyester (FRP) Flush door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, cast monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS:14856:2000 complete as per direction of Engineer-incharge. of seasoned wood inside at required placed for fixing and fittings.

sqm

3183.60

16.15

Providing and fixing to existing door shutter 40 mm thick Glass Fibre Reinforced Polyester (FRP) Flush door shutter of required colour and approved brand and manufacture, made with fire-retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as filler material throughout the hollow panel, cast monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS:14856:2000 complete as per direction of Engineer-incharge. of seasoned wood inside at required placed for fixing and fittings.

sqm

4791.40

16.16

Providing fitting fixing Fibre Glass reinforced Polyester (FRP) Windows Shutter of cross section 75 mm x 30 mm. The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Window shutter laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks.

RM

438.48

16.17

Providing fitting fixing Fibre Glass reinforced Polyester (FRP) Windows Shutter of cross section 75 mm x 35 mm. The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Window shutter laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks.

RM

515.04

29

16.18

Providing fitting fixing Fibre Glass reinforced Polyester (FRP) Windows Shutter of cross section 75 mm x 40 mm. The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Window shutter laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks.

RM

591.60

16.19

Providing fitting fixing Fibre Glass reinforced polyester (FRP) Window frames of cross section 90 x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. . The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Doorframe laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks. Providing fitting fixing Fibre Glass reinforced polyester (FRP) Window frames of cross section 90 x 45 mm having double rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. . The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Doorframe laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks. Providing fitting fixing Fibre Glass reinforced polyester (FRP) Window frames of cross section 150 x 45 mm having double rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. . The laminate shall be moulded with fire retardant grade unsaturated polyester resin and chopped Mat. Doorframe laminate shall be 2 mm thick and shall be fitted with suitable wooden blocks.

RM

576.29

RM

763.86

RM

955.26

16.20

16.21

17

DOORS AND WINDOWS FITTINGS Providing and fixing M.S. pressed bright finished butt hinges with necessary screws etc. complete.

17.1 17.1.1

150x31x4mm

Each

82.36

17.1.2

125x31x4mm

Each

73.08

17.1.3

100x31x3mm

Each

63.80

17.2

Providing and fixing Brass bright finished brass butt hinges with necessary screws etc. complete. 17.2.1

150x31x4mm

Each

193.72

17.2.2

125x31x4mm

Each

184.44

17.2.3

100x31x3mm

Each

171.68

17.3

Providing and fixing Piano hinges 35mm wide and 1mm thick with necessary screw etc complete. 17.3.1

M.S finished either with brass plating or nickel plating

Rm

168.21

17.3.2

Brass chromium plated

Rm

371.20

30

17.4

Providing, fitting and fixing sliding door bolts with nuts and screws etc. complete. 17.4.1

Size 300x16mm

17.4.1.1

M.S (Bright Finish)

Each

268.54

17.4.1.2

M.S (Black enameled)

Each

123.54

17.4.1.3

M.S (Oxidized)

Each

145.58

17.4.1.4

Brass (bright Finish)

Each

957.00

17.4.1.5

Brass (Chromium Plated)

Each

1003.40

17.4.1.6

Aluminum Oxidized

Each

351.48

17.4.2

MS 250x16mm Size

Each

210.54

17.4.2.1

Ms (Bright Finish)

Each

263.90

17.4.2.2

M.S (Black enameled)

Each

94.54

17.4.2.3

M.S (Oxidized)

Each

94.54

17.4.2.4

Brass (Bright Finish)

Each

887.40

17.4.2.5

Brass (Chromium Plated)

Each

933.80

17.4.2.6

Aluminum Oxidized

Each

305.08

17.5

Providing and fixing tower bolts 300x10mm (Barrel type) with necessary screws etc complete. 17.5.1

M.S

Each

77.72

17.5.2

Brass (Bright Finish)

Each

429.20

17.5.3

Brass (copper oxidized)

Each

440.80

17.5.4

Brass (chromium plated)

Each

429.20

17.5.5

Aluminum

Each

135.14

17.6

Providing, fitting and fixing. Tower bolts 250x10mm with necessary screw etc complete. 17.6.1

M.S

Each

75.40

17.6.2

Brass (Bright Finish)

Each

411.80

17.6.3

Brass (copper oxidized)

Each

423.40

17.6.4

Brass (Chromium plated)

Each

411.80

17.6.5

Aluminum

Each

107.30

31

17.7

Providing and fixing Tower bolt 200x100mm with necessary screws etc complete. 17.7.1

M.S

Each

63.80

17.7.2

Brass (bright Finish)

Each

382.80

17.7.3

Brass (copper oxidized)

Each

382.80

17.7.4

Brass (Chromium Plated)

Each

386.28

17.7.5

Aluminum

Each

99.18

17.8

Providing and fixing Tower bolt 150x10mm with necessary screws etc complete. 17.8.1

M.S

Each

63.80

17.8.2

Brass (Bright Finish)

Each

324.80

17.8.3

Brass (Copper Oxidized)

Each

348.00

17.8.4

Brass (Chromium Plated)

Each

336.40

17.8.5

Aluminum

Each

81.78

17.9

Providing, fitting and fixing Tower bolt 100x10mm with necessary screw etc complete. 17.9.1

M.S

Each

59.16

17.9.2

Brass (bright Finish)

Each

121.80

17.9.3

Brass (Copper Oxidized)

Each

127.60

17.9.4

Brass (Chromium Plated)

Each

131.08

17.9.5

Aluminum

Each

63.22

17.10

Providing, fitting and fixing handles 125mm size with necessary screws etc complete. 17.10.1

Aluminum

Each

77.14

17.10.2

M.S

Each

44.08

17.10.3

Brass (Bright Finish)

Each

128.76

17.10.4

Brass (Chromium Plated)

Each

128.76

17.1

Providing, fitting and fixing handles 100mm size with necessary screws etc. complete. 17.11.1

Aluminum

Each

48.14

17.11.2

M.S

Each

46.40

32

17.11.3

Brass (bright Finish)

Each

107.30

17.11.4

Brass (Chromium Plated)

Each

107.30

17.12

Providing, fitting and fixing handles 75mm size with necessary screw etc complete. 17.12.1

Aluminum

Each

47.85

17.12.2

M.S

Each

46.40

17.12.3

Brass (bright Finish)

Each

92.80

17.12.4

Brass (Chromium Plated)

Each

92.80

Each

20.30

17.13 17.13.1 17.14

Providing and fixing M.S. or oxidized M.S. Hook and Eyes with complete set. 150mm Providing and fixing 100mm mortise lock with 6 levers and pair of handles with necessary screws etc complete.

17.14.1

Brass (B.F)

Each

1406.51

17.14.2

Brass (C.O)

Each

1406.51

17.14.3

Brass (C.P)

Each

1551.50

17.14.4

M.S

Each

609.01

17.15.1

Providing and fixing mortise lock with dead bolt and a pair of lever handles for W.C Bath room with necessary screws etc complete. Brass (B.F)

Each

1406.51

17.15.2

Brass (C.O)

Each

1406.51

17.15.3

Brass (C.P)

Each

1551.50

17.15.4

M.S

Each

461.39

17.16

Providing and Fixing Hydraulic door closer with accessories and screws complete.

Each

1171.60

17.17

Providing and fixing spring hinges double action with necessary screws of 100mm size of M.S all complete.

Each

203.23

Qtl

6819.65

17.15

STEEL 18

Supplying/Bending, Binding of Steel 18.1

Supplying, bending and placing in position mild steel (6mm dia.) including straightening, cutting, bending and placing in position including binding wire complete. 33

18.2

19 19.1

19.2

Supplying, bending and placing in position tor- steel reinforcement in all R.C.C works including cost of binding wires, all complete.

ROOFING WORKS Providing, fitting, fixing of 24 BWG GCI sheet roofing with lapping of 150mm (two corrugation) with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including coat of approved steel primer and two coats of approved paint, on overlapping of sheet excluding carriage all complete. Providing, fitting, fixing of 24 BWG GP sheet roofing by making corrugation of 50mmx50mm x50mm on both side with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including coat of approved steel primer and two coats of approved paint, on overlapping of sheet excluding carriage all complete.

Qtl

6728.30

sqm

853.44

sqm

997.05

19.3

Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Galvanized Sheet fixed with G.I, J or L hooks bolts and nuts 8mm dia Limpets, Bitumen washers complete.

Rm

495.16

19.4

Providing fitting and fixing 16mm thick valley of 90cm overall width in plain G.P sheet class I fixed with GI J or L hooks, bolts and nuts 8mm dia GI limpet and bitumen washers complete.

Rm

521.86

19.5

Providing and fixing 15cm wide 45cm overall semicircular G.P sheet (Class I) gutter with iron brackets 40x3mm size, bolts, nuts, washers etc including making, connection with rain water pipes.

Rm

403.66

19.6

Providing, fitting and fixing 23cm deep 24BWG G.P. sheet eaves board including (50mmx25mm) dressed sal timber beading and M.S. Rod brackets complete.

Rm

412.89

19.7

Providing fitting and fixing 30cm deep 24BWG GP sheet eaves board including (50x25mm) dressed sal timber beading and M.S. rod brackets complete.

Rm

667.73

19.8

Providing, fitting, fixing of 24 BWG Pre-painted HULAS sheet roofing with lapping of 150mm (two corrugation) with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with white bad including carriage all complete

sqm

942.52

19.9

Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Pre-painted HULAS Sheet fixed with G.I, J or L hooks bolts and nuts 8mm dia Limpets, Bitumen washers complete.

Rm

535.10

34

19.10

Providing fitting and fixing 16mm thick valley of 90cm overall width in plain Pre-painted HULAS sheet class I fixed with GI J or L hooks, bolts and nuts 8mm dia GI limpet and bitumen washers complete.

Rm

588.02

19.11

Providing and fixing 15cm wide 45cm overall semicircular Pre-painted HULAS. sheet (Class I) gutter with iron brackets 40x3mm size, bolts, nuts, washers etc including making, connection with rain water pipes all complete.

Rm

423.72

19.12

Providing, fitting and fixing 23cm deep 24BWG Prepainted HULAS. sheet eaves board including (50mmx25mm) dressed sal timber beading and M.S. Rod brackets all complete.

Rm

470.83

19.13

Providing fitting and fixing 30cm deep 24BWG Prepainted HULAS sheet eaves board including (50x25mm) dressed sal timber beading and M.S. rod brackets all complete.

Rm

540.76

19.14

Providing, fitting, fixing of 24 BWG GCI sheet roofing with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with epoxy (8 to 10 gm per bolt) in each bolts including coat of approved steel primer and two coats of approved paint, on overlapping of sheet excluding carriage complete.

sqm

890.67

19.15

Providing, fitting, fixing of 24 BWG GP sheet roofing with G.I. hooks, bolts and nut 8mm dia filled with epoxy in each bolts (8 to 10 gm per bolt)and painted in lapping with bitumen, GI limpet washers, including coat of approved steel primer and two coats of approved paint, on overlapping of sheet excluding carriage complete.

sqm

1052.12

19.16

Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG Galvanized Sheet fixed with G.I, J or L hooks bolts & nuts 8mm dia filled with epoxy in each bolts (8 to 10 gm per bolt), Limpets, Bitumen washers complete.

Rm

505.06

19.17

Providing fitting & fixing 16mm thick valley of 90cm overall width in plain G.S. sheet class I fixed with GI J or L hooks, bolts and nuts 8mm dia filed with epoxy in each bolts (8 to 10 gm per bolt),GI limpet and bitumen washers complete.

Rm

526.42

19.18

Providing & fixing 15cm wide 45cm overall semicircular G.S. sheet (Class I) gutter with iron brackets 40x3mm size, bolts filled with epoxy in each bolts (8 to 10 gm per bolt), nuts, washers etc including making, connection with rain water pipes.

Rm

420.98

35

19.19

Providing, fitting, fixing of 24 BWG pre-painted (HULLAS) sheet roofing with G.I. hooks, bolts and nut 8mm dia with bitumen, GI limpet washers filled with epoxy in each bolts (8 to 10 gm per bolt) including coat of approved steel primer and two coats of approved paint, on overlapping of sheet excluding carriage complete.

sqm

958.92

19.20

Providing fitting fixing ridges or hips of 60cm overall width of plain 24 BWG pre-painted (HULLAS) Sheet fixed with G.I, J or L hooks bolts & nuts 8mm dia filled with epoxy in each bolts (8 to 10 gm per bolt), Limpets, Bitumen washers etc. all complete.

Rm

523.68

19.21

Providing fitting & fixing 16mm thick valley of 90cm overall width in plain pre-painted (HULLAS) sheet class I fixed with GI J or L hooks, bolts and nuts 8mm dia filled with epoxy in each bolts (8 to 10 gm per bolt), GI limpet and bitumen washers etc. all complete.

Rm

586.47

19.22

Providing & fixing 15cm wide 45cm overall semicircular pre-painted (HULLAS) sheet (Class I) gutter with iron brackets 40x3mm size, bolts filled with epoxy in each bolts, nuts (8 to 10 gm per bolt), washers etc including making, connection with rain water pipes.

Rm

441.04

Kegs

65.58

20 20.1

STEEL WORKS Supplying, fabricating, fitting and fixing steel tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washer etc as per the standard specification and design and direction of Engineer - in- Charge all complete.

20.2

Supplying, fabricating, fitting and fixing tubular truss including putty, hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washer etc complete in curve shaped Sikkim- style roofing as per the standard specification and design and as per the direction of Engineer - in- Charge all complete.

Kegs

72.64

20.3

Providing, fitting and fixing steel windows and ventilators of standard rolled steel section joints mitered and welded with iron lugs embedded in cement concreten1:3:6 including providing fitting and fixing 3 mm thick glass pens with glazing clips and special metal putty complete with MS grills @ 150mm c/c as per the direction of Engineer - in- Charge all complete.

Kegs

83.43

36

20.4

Providing fitting and fixing rolling shutters of approved make , made of required size MS laths interlocked together through their entire length and joined together at the end by end lock mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including providing and fixing wire springs grade No 2 and MS top cover of required thickness of rolling shutters as per the direction of Engineer - inCharge all complete:

sqm

2113.36

20.5

Providing and fixing M.S round or square bars at required spacing in timber frames of windows as per the direction of Engineer - in- Charge all complete.

Kegs

64.16

20.6

Providing and fixing M.S grills in timber frames of windows with M.S flats with nuts, bolts, and smooth finishing of welded joints/surface with Grills weighing 8.00Kg/sqm as per the direction of Engineer - in- Charge all complete

Kegs

73.13

20.7

Providing hold fast of (40x5)mm flat iron including fixing to frame with 10mm dia. Bolts nuts and timber plugs and embedding in CC 1:3:6 ( 1 cement, 3 coarse sand, 6 graded stone aggregate 2omm nominal size) block of size (30x10x15)cm. as per the direction of Engineer - in- Charge all complete:

Each

23.19

20.8

Providing, fitting and fixing in position collapsible steel shutter with vertical channel (20x10x2)mm and braced with flat iron diagonals (20 x 5)mm size with top and bottom rail of T-iron (40x40x6)mm with 40mm dia steel pulley complete with bolts, nuts, locking arrangements, stoppers and handles including applying of priming coat of approved steel primer as per the direction of Engineer - in- Charge all complete:

sqm

2184.62

20.9

Providing fitting fixing pressed mild steel door frames manufactured from commercial mild steel sheet of 1.25 mm thick including hinges, jamb, lock jamb, bread and if required angle threshold of mild steel angle of section(50x25) mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges, 2.5mm thick with mortar guards, lock, strike plate and a coat of specified primer after pretreatment of the surface including concreting with 1:3:6 CC or as directed by engineer-in charge:

Rm

452.20

37

21

ALUMINUM WORKS Providing and fixing anodized aluminum works for doors, windows, ventilators and partitions with extruded built up standard tubular or other section of approved make confirming IS 733 and IS 1285, fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners i/c necessary filling up the gaps at junctions, at top, bottom and sides with required PVC / neoprene felt, etc. Al. section shall be smooth, rust free, straight, mitered and joined mechanically wherever required i/c cleat angle, Al snap beading for glazing / paneling CP brass / stainless screws, all complete as per design and drawings and the direction of the Engineer in - Charge.

21.1

sqm

1799.88

21.2

Providing and fixing pre-laminated sheet three layer medium density (exterior grade) particle board grade - I type - II confirming IS 12823 bonded with phenol formaldehyde synthetic resin of approved brand and manufacture in paneling fixed in Aluminum doors, windows, shutters and partition frames with CP brass / stain less steel screws etc. complete as per architectural drawings and direction of Engineer - in- Charge.

sqm

809.24

21.3

Providing and fixing glazing in Al. doors and windows ventilator shutters and partitions etc. with PVC / neoprene gasket with CP brass / stain less steel screws etc. complete as per architectural drawings and direction of Engineer - in- Charge.

sqm

754.83

sqm

61.78

22 22.1 22.1.1

PAINTING AND POLISHING PAINTING AND POLISHING WORKS PRIMERS Providing and applying priming coat with ready mixed pink on timber work including preparation of the surface by thoroughly cleaning and sand papering etc complete.

22.1.2

Providing and applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel / galvanized Iron steel works including preparation of the surface complete.

sqm

32.71

22.1.3

Providing & applying priming coat with ready mixed Red oxide, Zinc chromate primer on steel/galvanizedIron steel works i/c preparation of the surface complete.

sqm

28.28

sqm

62.12

22.2 22.2.1

ENAMEL PAINTS Providing and painting with ready mixed paint of approved quality and shade with two or more coats to give an even and smooth shade including clearing the surface complete on new surface. 38

22.2.2

22.3 22.3.1

22.3.2

22.4 22.4.1

Providing and painting with ready mixed paint of approved quality and shade with two or more coats to give an even and smooth shade including cleaning the surface complete on old surface. ROOF PAINTS Providing and Providing and painting on G.S. sheet one or more coats with ready mixed paint to give an even shade including cleaning of surface of dust etc complete on old surface. Providing and Providing and painting on G.S. sheet one or more coats with ready mixed paint to give an even shade including cleaning of surface of dust etc complete on new surface.

sqm

44.11

sqm

34.74

sqm

50.17

PAINTING OF PIPES Providing and painting one or more coats on rain water, soil waste, vent pipes and fittings with anti-corrosive bitumen paint including cleaning of dirt, dust etc complete on old surface.

22.4.1.1

50mm dia

Rm

6.62

22.4.1.2

75mm dia

Rm

9.56

22.4.1.3

100mm dia

Rm

12.50

22.4.1.4

150mm dia

Rm

18.47

22.4.2

Providing and painting one or more coats on rain water, soil waste, vent pipes and fittings with anti corrosive bitumen paint including cleaning of dirt, dust etc complete on new surface.

22.4.2.1

50mm dia

Rm

10.91

22.4.2.2

75mm dia

Rm

15.74

22.4.2.3

100mm dia

Rm

20.58

22.4.2.4

150mm dia

Rm

30.41

22.4.3

Providing and painting one or more coats on old surface or rain water, soil, waste, vent pipe and fitting with aluminum paint including cleaning the surface of dirt, dust etc. complete. old surface

22.4.3.1

50mm dia

Rm

6.45

22.4.3.2

75mm dia

Rm

9.31

22.4.3.3

100mm dia

Rm

12.18

39

22.4.3.4 22.4.4

22.5

150mm dia

Rm

17.99

Providing and painting two or more coats on new surface or rain water, soil, waste, vent pipe and fitting with aluminum paint including cleaning the surface of dirt, dust etc. complete. New surface

22.4.4.1

50mm dia

Rm

11.41

22.4.4.2

75mm dia

Rm

16.46

22.4.4.3

100mm dia

Rm

21.52

22.4.4.4

150mm dia

Rm

31.80

ALUMINUM PAINTS Providing and painting with Aluminum paint one or more coats on old surface to give an even shade including cleaning and preparing the surface complete. Old surface

sqm

34.22

sqm

55.34

sqm

80.04

22.5.1

22.5.2

22.6 22.6.1

Providing and painting with Aluminum paint two or more coats on new surface to give an even shade including cleaning and preparing the surface complete. New surface

POLISHING Varnishing one or more coats with Copal varnish or superior quality spray varnish including preparation of surface with timber putty, sand paper etc on old work complete. old surface

22.6.2

Varnishing two or more coats with Copal varnish or superior quality spray varnish including preparation of surface with timber putty, sand paper etc on new work complete.

sqm

135.65

22.6.3

Providing and French spirit polishing one or more coats including cleaning of the surface of dirt and dust papered smooth etc on old surface complete.

sqm

127.38

22.6.4

Providing and French spirit polishes two or more coats including cleaning of the surface of dirt and dust papered smooth etc on new surface complete.

sqm

321.15

22.6.5

Providing and Floor polishing on masonry / concrete floor with superior quality wax polish complete.

sqm

64.50

sqm

10.94

22.7 22.7.1

WHITE WASHING White washing with white lime in two or more coats to give an even shade include- ding cleaning the surface to remove dirt, dust, mortar drops etc on old surface complete.

40

22.7.2

White washes three or more coats with white lime to give an even shade including cleaning the surface to remove dirt, dust, mortar drop etc on new surface complete.

sqm

19.11

22.7.3

Removing white/colour wash by steel wire brush, scrapping and sand papers and preparing the surface smooth including repairs to scratches etc complete.

sqm

4.79

sqm

28.77

22.8 22.8.1

DISTEMPERING Distempering with dry distemper on old work (one or more coats) of required shade to give an even and uniform shade after thorough cleaning of dirt, dust, loose pieces of scale, grease etc including surface preparation by sand papering etc complete. Old surface

22.8.2

Distempering with dry distemper on New surface two or more coats of required shade to give an even and uniform shade including priming coat of whiting to give an even shade after thorough cleaning of dirt, dust, loose pieces of scabs, grease etc including surface preparation by sand papering etc complete. New surface

sqm

59.69

22.8.3

Providing and distempering with oil bond washable acrylic distemper on old surface of approved brand and manufacture to give an even shade including preparation of surface etc complete.

sqm

29.03

22.8.4

Providing and distempering with oil bound washable acrylic distemper two or more coats of approved brand or manufacture over a coat of cement primer to give an even shade on new surface including preparation of surface etc complete.

sqm

53.47

22.8.5

Removing dry oil bond distemper by scrapping, sand papering and preparing the surface smooth including repairs to scratches- etc complete.

sqm

6.61

22.8.6

Providing and washing with three or more coats of snowcem, durocem, cemcoate etc. of approved quality and manufacture on exterior walls to give an even shade including preparation of surface on New surface complete.

sqm

65.89

22.8.7

Providing and washing with two or more coats of snowcem, durocem, cemcoate etc of approved quality and manufacture on exterior walls to give an even shade including preparation of surface on old surface complete.

sqm

32.37

22.8.8

Providing and Providing and painting with plastic Emulsion- paints one or more coats on old surface of required shade to give even shade in- including brushing the surface clean of all dirt, dust and smoothened by sand paper etc complete.

sqm

45.47

41

22.8.9

Providing and Providing and painting with plastic Emulsion paints two or more coats on New surface of required shade to give an even shade including brushing the surface clean of all dirt dust and smoothened by sand paper etc complete.

sqm

60.46

22.8.10

Providing and Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade including brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on New surface.

sqm

61.92

22.8.11

Providing and Providing and painting with acrylic exterior paints of quality and make equivalent to EXCEL, WEATHER SHIELD to give an even shade including brushing the surface clean of dirt, dust etc and sand papering and filling the scratches complete on old surface.

sqm

39.53

Rm

208.41

Rm

379.43

WATER SUPPLY AND SANITATION WATER SUPPLY Providing, Fitting and fixing GI pipe of medium class complete including cuttings and making good the walls etc. exposed on wall (Internal Works) excluding the cost of fittings all complete:

23 23.1

23.2

Providing, Fitting and fixing GI pipe of medium class complete including cuttings and making good the walls etc. on concealed fittings including Providing and painting with anti corrosive bituminous paints all complete: (Internal Works) excluding the cost of fittings all complete:

23.3

Providing, Fitting and fixing GI pipe of medium class, (excluding trenching, refilling, compacting and the cost of fittings) all complete 23.3.1

15 mm dia G I pipe

Rm

151.21

23.3.2

20mm dia G I pipe

Rm

191.95

23.3.3

25mm dia G I pipe

Rm

287.35

Rm Rm Rm Rm

353.18 406.14 568.37 730.14

23.4

Providing, Fitting and fixing GI pipe of medium class, (excluding trenching, refilling, compacting and the cost of fittings) all complete 23.4.1 23.4.2 23.4.3 23.4.4

32mm dia G I pipe 40 mm dia G I pipe 50 mm dia G I pipe 65 mm dia G I pipe

42

23.5

Providing, Fitting and fixing GI pipe (HEAVY DUTY), (excluding trenching, refilling, compacting and the cost of fittings) all complete 23.5.1 23.5.2 23.5.3 23.5.4 23.5.5

80 mm dia G I pipe 100 mm dia G I pipe 150 mm dia G I pipe 200 mm dia G I pipe 250mm dia G I pipe

Rm Rm Rm Rm Rm

1091.50 1571.47 2376.88 4988.55 5302.80

23.6.1 23.6.2 23.6.3 23.6.4 23.6.5 23.6.6 23.6.7

Providing, Fitting and fixing DI pipe, excluding the cost of fittings, trenching, refilling and compacting all complete: 80 mm dia D I pipe 100 mm dia D I pipe 150 mm dia D I pipe 200 mm dia D I pipe 250mm dia D I pipe 300 mm dia D I pipe 350mm dia D I pipe

Rm Rm Rm Rm Rm Rm Rm

1754.74 1786.88 2609.03 3469.69 4598.90 5809.57 7516.56

Rm

465.52

Each Each Each Each Each Each Each Each Each

597.41 1020.80 609.01 1125.20 806.21 185.60 968.61 783.01 1682.00

23.6

23.7

Providing, Fitting and fixing PVC 32mm dia pipe complete with GI fittings and clamps including cuttings and making good the walls etc. on wall for wash basin connector to main line

23.8

Providing, Fitting and fixing Chromium plated fittings of approved quality and size complete: (ESCO / EQUIVALENT) 23.8.1 23.8.2 23.8.3 23.8.4 23.8.5 23.8.6 23.8.7 23.8.8 23.8.9

23.9

BIB COCK 15 MM DIA STOP COCK 15 MM DIA (CONCEALED WORKS) PILLAR COCK 15 MM DIA ANGULAR STOP COCK 15 MM DIA BIB COCK LONG BODY 15 MM DIA CONNECTING PIPE SHOWER ROSE WITH ARM SHOWER ROSE WITHOUT ARM BASIN MIXTURE Providing, Fitting and fixing brass fittings of approved quality and size complete:

23.9.1 23.9.2

BIB COCK 15 MM DIA STOP COCK 15 MM DIA

Each Each

481.41 469.81

23.9.3 23.9.4

GATE WAY VALVE 15MM DIA GATE WAY VALVE 20MM DIA

Each Each

516.21 701.81

23.9.5

GATE WAY VALVE 25MM DIA

Each

1038.21

43

23.9.6 23.10

23.11

24.1

Each

1455.81

500 LITERS CAPACITY 1000 LITERS CAPACITY 2000 LITERS CAPACITY

Each Each Each

4350.00 8700.00 17400.00

Providing, Fitting and fixing ball valve ( Brass) of approved quality complete with high or low pressure with plastic floats:

Each

345.68

Each

3321.66

Providing and placing on terrace high density polyethylene water storage tank with man hole lid and suitable locking arrangement including making holes for inlet, out let and ball cock including testing etc. all complete: (Sinter or equivalent) 23.10.1 23.10.2 23.10.3

24

GATE WAY VALVE 32MM DIA

SANITARY FITTINGS. Providing, fitting and fixing. white vitreous china water closet (W.C) squatting pan (Indian type) 530mm size with 100mm SCI (Sand cast iron) P or Strap, 10 later low level flushing cistern with fittings, CI brackets, 32mm flush pipe with fittings and clamps, 20mm overflow pipe, cutting and making good the wall and floor etc complete. Long type or Orissa type pan. HINDWARE CAT NO 20004

24.2

Providing, fitting and fixing. white vitreous china water closet (W.C) squatting pan (Orissa pan) 580mm size with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low level flushing cistern with fittings, CI brackets, 32mm flush pipe with fittings and clamps, 20mm overflow pipe, cutting and making good the wall and floor etc complete. Long type or Orrisa type pan. Orissa Pan 58x44 White CAT NO 20042

Each

3437.66

24.3

Providing, fitting and fixing. white vitreous china water closet (W.C) squatting pan (Indian type) 580mm size with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low level flushing cistern with fittings, CI brackets, 32mm flush pipe with fittings and clamps, 20mm overflow pipe, cutting and making good the wall and floor etc complete. Long type or Orrisa type pan. Orissa Pan 58x44 Special CAT NO 20004

Each

4834.30

24.4

Providing, fitting and fixing. white vitreous china water closet (W.C) squatting pan (Indian type) 580mm size with 100mm SCI (Sand cast iron) P or Strap, 10 ltr low level flushing cistern with fittings, CI brackets, 32mm flush pipe with fittings and clamps, 20mm overflow pipe, cutting and making good the wall and floor etc complete. Long type or Orrisa type pan. Orissa Pan 58x44 (Box rim) Special CAT NO 20004

Each

5843.50

44

24.5

Providing, fitting and fixing white vitreous china pedestal (European type) water closet (W.C) pan with seat and lid, with C.P. brass hinges, 10ltr low level cistern with fittings and brackets 40mm flush bend, 20mm overflow pipe with specials, including Providing and painting and making good the wall and floors as required all complete: W.C. pan European Bidets standard CAT NO 30001

Each

7317.28

24.6

Providing, fitting and fixing white vitreous china pedestal (European type) water closet (W.C) pan with seat and lid, with C.P. brass hinges, 10ltr low level cistern with fittings and brackets 40mm flush bend, 20mm overflow pipe with specials, including Providing and painting and making good the wall and floors as required all complete: W.C. pan W.C. pan European Bidets constellation CAT NO 30006

Each

7630.48

24.7

Providing, fitting and fixing white vitreous china pedestal (European type) water closet (W.C) pan with seat and lid, with C.P. brass hinges, 10ltr low level cistern with fittings and brackets 40mm flush bend, 20mm overflow pipe with specials, including Providing and painting and making good the wall and floors as required all complete: W.C. pan European One pice (Star white) CAT NO 92008

Each

14819.01

24.8

Providing, fitting and fixing white vitreous china pedestal (European type) water closet (W.C) pan with seat and lid, with C.P. brass hinges, 10ltr low level cistern with fittings and brackets 40mm flush bend, 20mm overflow pipe with specials, including Providing and painting and making good the wall and floors as required all complete: W.C. pan European One pice (Ivory) CAT NO 92008

Each

16901.20

24.9

Providing, fitting and fixing white vitreous china flat back or wall corner type lipped front urinal basin of size 440x315x325 mm with 5 ltr automatic flushing cistern with C.I. brackets, GI flush pipe and spreaders with brass unions and G.I. clamps including cutting and making good the walls and floors as required all complete: 24.9.1

Range of 1 Urinal basin.

Each

4359.28

24.9.2 24.9.3 24.9.4

Range of two urinal basins with Range of three urinal basins with Range of four urinal basins with

Each Each Each

6011.12 7836.96 10556.00

Each

4957.84

24.10

Providing, fitting and fixing. Urinal single squatting plate of white glazed fire clay with integral flushing pipe, 100mm channel, automatic flushing cistern of 5 liter. C.I. brackets, G.I. flush pipe with spreader pipe with fitting, G.I. clamps C.I. urinal trap 65mm channel with vent including cutting and making good the wall and floors as required. 24.10.1

Single squatting plate with 5ltr. Cistern. 45

24.10.2 24.10.3 24.10.4

Two squatting plate with 5 Ltr. cisterns. Three squatting plate with 10Ltrs. cistern. Four squatting plate with 15 liters. Cistern.

24.11.1

Providing, fitting and fixing. white vitreous white china wash flat back basin with CI brackets, painted, 15mm CP brass pillar taps, CP brass chain with rubber plug, 32mm CP brass waste pipe, lead or PVC connection 32mm dia CP brass cap and unions, complete including cutting and making good the walls wherever required. HINDWARE One wash basin with one pillar cock.

24.1

24.11.1.1 24.11.1.2 24.11.1.3 24.11.2 24.11.2.1 24.11.2.2 24.11.2.3 24.12

(63 cm x 45 cm) 55 cm x 40 cm 45 cm x 30 cm One wash basin with two pillar cock. Wash basin ( 63 cm x 45 cm) 55 cm x 40 cm CAT NO 10001 45 cm x 30 cm CAT NO 10004

Each Each Each

8802.08 10839.04 13924.64

Each Each Each

3811.76 2830.40 2628.56

Each Each Each

4426.56 3489.28 3287.44

Providing, fitting and fixing. white vitreous china wash angle back basin with CI brackets, painted, 15mm CP brass pillar taps, CP brass chain with rubber plug, 32mm CP brass waste pipe, lead or PVC connection 32mm dia CP 'brass cap and unions, brass stop cock, complete including cutting and making good the walls wherever required. 24.12.1

One wash basin with one pillar cock 35 cm x 35 cm Providing, fitting and fixing. white vitreous china wash in surgeons type basin with CI bracket, painted, 15mm CP brass pillar taps, CP brass chain with rubber plug, 32mm CP brass waste pipe, lead or PVC connection 32mm dia 'CP brass cap and unions, complete including cutting and making good the walls wherever required. HINDWARE

Each

3476.53

24.13.1 24.13.2 24.13.3

49 cm x 36 cm 51 cm x 45 cm 63 cm x 50 cm

Each Each Each

3234.08 3314.13 5515.81

Each

6641.01

24.13

24.14

P/F stain less steel kitchen sink with CI brackets, CP brass chain with rubber plug 40mm CP brass waste, CP brass tap etc complete i/c the fittings, cuttings and making good the wall wherever required. 24.14.1

610 x 450 x 200 mm.

46

24.15

Providing, fitting and fixing laboratory sink with CI brackets, CP brass chain with rubber plug, 40mm CP brass waste, CP brass tap, stop cock etc all complete including the fittings, cutting and making good the wall wherever required. HINDWARE 24.15.1

24.16

63 cm x 50 cm

Each

4906.80

Providing and Fitting Pedestal white colour for of Hind Vitreous wash basin complete.

Each

1061.41

Each

458.21

BATH ROOM FITTINGS Providing and fitting chromium plated toilet paper holder including the making holes and fixed to timber cleats with CP screws washer etc. all complete:.

24.17

24.18

Providing, fitting and fixing Beveled gauge mirror of superior glass with 6mm A.C. sheets ground and fixed to timber cleats with CP screws, washer etc complete.

Each

888.80

24.19

Providing and fitting of slandered size mirror of quality equivalent to Admiral and size 20"x16" complete

Each

431.52

24.20

Providing and fitting Porcelain soap tray all complete.

Each

545.20

24.21

Providing, fitting and fixing. of chromium plated soap dish with necessary screw etc all complete.

Each

353.81

24.22

Providing, fitting and fixing towel rail of chromium plated brass complete with brackets fixed to the timber cleats, CP brass screws complete. Each Each Each

936.13 878.13 570.72

24.22.1 24.22.2 24.23

740 x 20 mm 600 x 20 mm Providing, fitting and fixing towel ring of chromium plated brass complete with CP brass screw and timber cleats.

24.24

SOIL WASTE / VENT PIPE FITTINGS (ISI) Providing, fitting and fixing soil waste and vent pipes including testing etc complete. 24.24.1

100 mm dia. PRINCE / SUPREME or equivalent soil pipe

Rm

276.68

24.24.2

75 mm dia. PRINCE / SUPREME soil Pipe

Rm

161.61

Each Each

194.88 140.37

24.25

Providing, fitting and fixing bends of various types plain or a band with access door, insertion rubber washer 3mm thick bolts and nuts complete SCI or centrifugally cost spun sands pipes. 24.25.1 24.25.2

100 mm dia. Supreme / Prince 75 mm dia. Supreme / Prince 47

24.26

Providing, fitting and fixing double equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete. 24.26.3 24.26.4

24.27

100 x 100 x 100 x 100 mm Supreme / Prince 75 x 75 x 75 x 75 mm Supreme / Prince

Each Each

476.48 259.55

75 mm offsets. 100 mm offsets. 150 mm offsets.

Each Each Each

309.73 559.12 794.61

HEAD LOAD AND CARRIAGES Head load of stock materials for a distance beyond 30 m and within 100m distance.

qtls

5.41

Providing, fitting and fixing. off sets for sand cast Iron/CI spun (Sands) for 50mm, 75mm, 100mm pipes. 24.27.1 24.27.2 24.27.3

25 25.1

25.2

Head load of non-stock materials for a distance beyond 30 m and within 100 m distance

cum

127.97

25.3

Head load of stock materials for a distance beyond 100 m for every additional 1000m

qtls

73.74

25.4

Head load of non-stock materials for a distance beyond 100 m for every additional 1000m

cum

1301.32

25.5

Loading and Unloading of Stone aggregates/Sand/Kanker/Moorum.

cum

87.00

25.6

Loading and Unloading of Boulders by Manual Means

cum

109.78

25.7

Loading and Unloading of Cement or Steel by Manual Means and Stacking.

MT

153.58

25.8

Cost of Haulage Excluding Loading and Unloading Mt/K m Mt/K m Mt/K m

5.57

Boulder/Stone

25.8.1

Surfaced Road

25.8.2

Un-surfaced Graveled Road

25.8.3

Katcha Track and Track in River Bed/Nallah Bed

48

6.96 8.72

Ref 5

6

THEORETICAL CONSUMPTION OF MATERIALS STONE cum Cement ITEMS UNIT bags Stone 40mm 20mm 12mm FILLING WORKS Stone filling in building cum 0.85 works Stone soling in cum 0.95 buildings works Cement Mortar

Sand cum

6.1

Cement mortar 1:1

cum

20.40

0.71

6.2

Cement mortar 1:2

cum

13.68

0.07

6.3

Cement mortar 1:3

cum

10.20

1.07

6.4

Cement mortar 1:4

cum

7.60

1.07

6.5

Cement mortar 1:5

cum

6.20

1.07

6.6

Cement mortar 1:6

cum

5.00

1.07

7

CEMENT CONCRETE: (cast in situ)

7.1 7.1.1

7.1.2

7.1.3

7.1.4

7.1.5

7.1.6

7.1.7

Cement Concrete 1:1:2 (1cement, 1coarse sand, 2 graded stone aggregate of 20mm nominal size) 1:1.5:3 (1cement, 1.5 coarse sand,3 graded stone aggregate of 20mm & down size) 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 20mm & down size) 1:2:4 mix. (1 cement, 2 coarse sand, 4 graded stone aggregate of 40mm & down size) 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 20mm & down size) 1:3:6 mix. (1 cement, 3 coarse sand, 6 stone aggregate of 40mm & down size) 1:4:8 mix. (1 cement, 4 coarse sand, 8 stone aggregate of 40mm & down size)

cum

12.20

0.64

0.21

0.43

cum

8.00

0.57

0.28

0.85

cum

6.40

0.67

0.22

0.45

cum

6.40

0.22

0.11

0.45

cum

4.40

0.70

0.24

0.47

cum

4.40

0.65

0.24

0.47

cum

3.40

0.65

0.24

0.47

49

0.52

7.1.8

8

1:5:10 mix.(1cement, 5 coarse sand, 10 stone aggregate of 40mm & down size)

cum

2.60

0.65

0.24

0.47

REINFORCED CEMENT CONCRETE CAST IN SITU

8.1

8.1.1

8.1.2

8.1.3 9 9.1

Reinforced Cement Concrete 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone aggregate 20mm cum and down nominal gauge size) 1:1.5:3 Mix (1cement, 1.5 coarse sand 3 graded stone aggregate 20mm cum and down nominal gauge) 1:2:4 (1cement,2coarse sand, 4 graded stone cum aggregate of 20mm nominal size). CEMENT PLASTER WORKS:

12.20

0.64

0.21

0.43

8.00

0.57

0.28

0.85

6.40

0.67

0.22

0.45

12mm thick Cement Plaster 9.1.1

1:3 Mix

sqm

0.147

0.015

9.1.2

1:4 mix.

sqm

0.109

0.015

9.1.3

1:5 Mix

sqm

0.089

0.015

9.1.4

1:6 Mix.

sqm

0.072

0.015

9.2

15mm thick Cement Plaster 9.2.1

1:3 Mix

sqm

0.175

0.018

9.2.2

1:4 mix.

sqm

0.131

0.018

9.2.3

1:5 Mix

sqm

0.107

0.018

9.2.4

1:6 Mix.

sqm

0.086

0.018

9.3

20mm thick Cement Plaster 9.3.1

1:3 Mix

sqm

0.228

0.024

9.3.2

1:4 mix.

sqm

0.170

0.024

9.3.3

1:5 Mix

sqm

0.139

0.024

9.3.4

1:6 Mix.

sqm

0.112

0.024

9.4

12mm thick Cement Plaster with Recorn 3S 9.4.1

1:3 Mix

sqm

0.147

0.015

9.4.2

1:4 mix.

sqm

0.109

0.015

9.4.3

1:5 Mix

sqm

0.089

0.015

9.4.4

1:6 Mix.

sqm

0.072

0.015

9.5

15mm thick Cement Plaster with Recorn 3S 9.5.1

1:3 Mix

sqm

0.175

0.018

9.5.2

1:4 mix.

sqm

0.131

0.018

9.5.3

1:5 Mix

sqm

0.107

0.018

50

9.5.4 9.6

10.3

10.4

10.5 10.6 10.7

10.8

10.9

10.10

10.11 10.12

0.018

1:3 Mix

sqm

0.228

0.024

9.6.2

1:4 mix.

sqm

0.170

0.024

9.6.3

1:5 Mix

sqm

0.139

0.024

9.6.4

1:6 Mix.

sqm

0.112

0.024

9.8.2

10.2

0.086

9.6.1

9.8.1

10.1

sqm

20mm thick Cement Plaster with Recorn 3S

9.80

10

1:6 Mix.

POINTING ON BRICKS / STONE WORKS Pointing on bricks works with 1:3 mix cement mortar (1 sqm 0.469 cement, 3 fine sand) (Raised or cut pointing) Pointing on stone works with 1:3 mix cement mortar sqm 0.459 ( 1 cement, 3 fine sand) (raised or cut pointing) BUILDING PARTITION WORKS Brick Work in half brick thick with 1:4 cement sqm 0.213 mortar Brick Work in one brick thick with 1:5 cement cum 1.550 mortar Brick Masonry in one and half brick thick wall cum 1.350 with 1:6 cement mortar Ekra walling with 20mm thickness. sqm 0.456 cement plaster 1:3mix Hollow Blocks in 1:4 sqm 0.748 c.m. Solid Block in 1:4 c.m. sqm 0.787 Brick Work in half brick thick in 1:4 cement sqm 0.213 mortar with Recron 3S Brick Work in one brick thick in 1:5 cement cum 1.550 mortar with Recron 3S Brick Masonry in one and half brick thick in cum 1.350 1:6 cement mortarwith Recron 3S Ekra Walling in 20mm thick CP in 1:3mix sqm 0.456 with Recron 3S

0.049

0.048

0.030

0.270

0.290

0.048 0.061 0.091

0.031

0.091 0.030

0.270

0.290

0.048

Hollow Blocks in 1:4 c.m with Recron 3S

sqm

0.748

0.061

Solid Block in 1:4 c.m with Recron 3S

sqm

0.787

0.091

51

0.078

0.078 0.031

0.091

11 11.1

11.2

11.3

11.4

11.5

11.6

11.7

11.8

11.9

11.10

11.11

FLOORING WORKS 18mm thick 30 cm height cement plaster skirting with cement mortar 1:3 finished with a floating coat of neat cement 21mm thick 30 cm height cement plaster skirting with cement mortar 1:3 finished with a floating coat of neat cement 40 mm thick 1:2:4 c.c. flooring with floating coat of neat cement 40 mm thick 1:2:4 c.c. flooring with floating coat of neat cement with Recorn 3S 40 mm thick 1:2:4 c.c. flooring with floating coat of neat cement with Ironite 40 mm thick 1:2:4 c.c. flooring with floating coat of neat cement (without glass strip) 18mm thick red oxide plaster skirting with under layer of 12mm thick cement plaster in 1:3 mix 21 mm thick red oxide plaster skirting with under layer of 15mm thick cement plaster in 1:3 mix 40 mm thick Red oxide flooring with under layer 30mm thick 1:2:4 c.c. and top layer of 10mm thick plaster of red oxide 40mm thick marble chips flooring in light shade pigment with white cement 40mm thick mosaic flooring medium shade pigment with ordinary cement 50% and white cement 50%

sqm

0.281

0.025

sqm

0.315

0.029

sqm

0.340

0.027

0.009

0.018

sqm

0.340

0.027

0.009

0.018

sqm

0.340

0.027

0.009

0.018

sqm

0.340

0.027

0.009

0.018

sqm

0.260

0.023

sqm

0.289

0.026

sqm

0.438

0.028

0.027

sqm

0.258

0.032

0.016

sqm

0.259

0.032

0.016

52

Ironite (kg)

0.340

11.12

11.13

11.14

11.15

11.16

11.17

11.18

11.19

11.20

11.21

11.22

11.23

11.24

18mm thick 30 cm high marble chips skirting (light shade) 21mm thick 30 cm high marble chips skirting (light shade) Marble Stone slabs flooring over 20mm(average)thick 1:4 CM Marble Stone slabs flooring over 20mm(average)thick 1:4 CM Granite Marble Stone slabs flooring over 20mm(average)thick 1:4 CM Marble Stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m.in 1:3 CM Marble Stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m.in 1:3 CM Granite stone in Risers of steps, skirting and pads, walls, pillars etc laid on 10mm thick base c.m. 1:3 Kota stone slab flooring over 20mm thick 1:4 c.m base Kota stone slabs in Risers of steps, skirting dado and walls laid on 12mm thick base of c.m. 1:3 White or colored glazed vitrified tiles in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 mix White or colored glazed vitrified tiles in flooring, treads of steps landing etc laid on a bed of 15mm, cm 1:3 mix White or colored glazed vitrified tiles in flooring, treads of steps landing etc laid on a bed of

sqm

0.259

0.019

sqm

0.206

0.022

sqm

0.270

0.024

sqm

0.270

0.024

sqm

0.270

0.024

sqm

0.224

0.013

sqm

0.224

0.013

sqm

0.224

0.013

sqm

0.298

0.024

sqm

0.237

0.015

sqm

0.122

0.013

sqm

0.122

0.013

sqm

0.122

0.013

53

15mm, cm 1:3 mix

11.25

11.26

11.27

11.28

11.29

11.30

12 12.1 12.2 12.3 12.4

White or colored glazed tiles in skirting, risers of steps and Dados on 12mm thick cement plaster in 1:3 mix Chequers tiles in flooring over 12mm thick cement plaster White or colored or ceramic glazed tiles in skirting, risers of steps and Dados on 12mm thick cement plaster of 1:3 mix Colored glazed tiles with flush pointing with white cement slurry. White or colored glazed tiles anti skid laid on bed of 15mm thick, cm of 1:3 mix 40 mm thick 1:2:4 CC flooring with Red oxideand Recorn 3S MASONRY WORKS Plum concrete in 1:2:4 c.c. Plum concrete in 1:4:8 c.c. Hand Packed wall Random Rubble Stone Masonry wall

sqm

0.102

0.011

sqm

0.294

0.024

sqm

0.213

0.015

sqm

0.122

0.013

sqm

0.122

0.013

sqm

0.438

cum

3.200

0.500

cum

1.700

0.500

cum

0.335

0.028

0.027

0.110

0.223

0.325

0.120

0.235

0.850

cum

0.241

0.930

0.046

0.017

0.033

Random Rubble Stone Masonry in 1:3:6 c.c.

cum

1.693

0.923

0.261

0.096

0.188

Random Rubble Stone Masonry in 1:4:8 c.c.

cum

1.363

0.840

0.261

0.096

0.188

Coarse Rubble Stone Masonry wall in 1:3:6c.c.

cum

1.561

0.840

0.241

0.089

0.174

12.8

Coarse Rubble Stone Masonry in 1:4:8 c.c.

cum

1.261

0.840

0.241

0.089

0.174

12.9

Chisel Dressed Stone Masonry wall in 1:5 Cement Mortar Parapet of standard size in 1:2:4

cum

1.736

0.820

12.5 12.6 12.7

12.10

54

0.300

13 13.1

13.2

13.3

13.4

13.5

12.10.1

45cm height, 30 cm top and 45 cm bottom

Rm

0.711

0.084

0.057

0.019

0.062

12.10.2

60cm height, 45 cm top and 60cm bottom

Rm

1.260

0.158

0.106

0.035

0.106

Rm

0.045

0.169

Rm

1.156

0.230

0.156

0.053

0.104

Rm

1.664

0.309

0.209

0.070

0.140

Rm

0.254

0.115

0.079

0.027

0.063

Rm

0.646

0.135

0.070

0.024

0.047

DRAINAGE V' shaped drain with cement pointing in 1:4 cement mortar Box Drain of 30 cm (ht) x 45 cm (width) with 1:2:4 Plum concrete Box Drain of 60 cm (ht) x 45 cm (width) with 1:2:4 Plum concrete (20mm & down) U shaped drain of 23cm (ht) x 23 cm (width) with 1:2:4 Plum concrete (20mm & down) V' shaped drain with cement concrete base in 1:2:4 mix

55

0.005

BASIC RATES S/N A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12

PARTICULARS LABOUR Labour / Helper Mason I Mason II Mason III Baidar Carpenter I Carpenter II Carpenter III Welder Vibrator operator Pipe Fitter Grade I Pipe Fitter Grade II Painter Class - I Painter Class - II Painter Class - III Assistant Pipe Fitter Compressor operator Crane operator MATERIALS [FOREST PRODUCE] Stone Stone chips 10 mm down Stone chips 20 mm down Stone chips 21 mm to 25 mm Stone chips 26 mm to 38 mm Stone metals 39 mm up to 100 mm Sand Soil Stone royalty Sand royalty Stone chips royalty Firewood

C 1 2 3 4 5 6 7 8 9

TIMBER (Imported) Sal Local Rani Champ Phakasaj Teak Sisom Panisaj Dhupi Silver fir

D

TIMBER (Locally available)

B

RATE

56

UNIT

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

200.00 300.00 275.00 250.00 300.00 300.00 275.00 250.00 300.00 275.00 300.00 275.00 300.00 275.00 250.00 250.00 275.00 275.00

day day day day day day day day day day day day day day day day day day

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

300.00 1100.00 900.00 750.00 700.00 650.00 350.00 50.00 80.00 95.00 160.00 1500.00

cum cum cum cum cum cum cum cum 100 cft 100 cft 100 cft pile

Rs Rs Rs Rs Rs Rs Rs Rs Rs

1092.00 395.20 1248.00 832.00 2600.00 884.00 884.00 676.00 832.00

cft cft cft cft cft cft cft cft cft

1 2 3 4 5 6 7 8 9 10

Sal Local Rani Champ Phakasaj / Katus Teak Sisom Panisaj Dhupi Silverfir Bamboo

E 1

STOCK MATERIALS Cement (AV) Grade - 53 VAT STORAGE CHARGE Env Cess on (Cost + VAT)

2

Cement (AV) Grade - 43 VAT STORAGE CHARGE Env Cess on (Cost + VAT)

3

Bitumen CRMB 55 VAT STORAGE CHARGE Env Cess on (Cost + VAT)

4

Tor Steel / TMT Bars VAT STORAGE CHARGE Env Cess on (Cost + VAT)

5

6

ISSUE RATE 12.50% 5% 1%

ISSUE RATE 12.50% 5% 1%

STCS 4% 5% 1%

4% 5% 1.0%

Mild Steel VAT STORAGE CHARGE Env Cess on (Cost + VAT)

4% 5% 1%

24 BWG GCI Sheet (Sail/TATA) VAT STORAGE CHARGE Env Cess on (Cost + VAT)

STCS 4% 5% 1%

7

24 BWG GP sheet (Sail) VAT STORAGE CHARGE Env Cess on (Cost + VAT)

STCS 4% 5% 1%

8

24 BWG GP Pre painted sheet VAT STORAGE CHARGE Env Cess on (Cost + VAT)

STCS 4% 5% 1% 57

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

843.75 281.25 843.75 393.75 1012.50 0.00 675.00 281.25

Rs Rs Rs Rs Rs

620.00 77.50 31.00 6.98 735.48

Qtl

Rs Rs Rs Rs Rs

620.00 77.50 31.00 6.98 735.48

Qtl

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

7485.28 299.41 374.26 77.85 8236.80 45120.00 1804.80 2256.00 469.25 49650.05 45801.53 1832.06 2290.08 476.34 50400.00

Drum

Rs Rs Rs Rs Rs

72323.91 3045.22 3806.52 791.76 79967.40

MT

Rs Rs Rs Rs Rs Rs Rs Rs Rs

72323.91 2892.96 3616.20 752.17 79585.23 76130.39 3045.22 3806.52 761.30

MT

150.00

cft cft cft cft cft cft cft cft cft each

Qtl

Qtl

Drum MT

MT MT

MT

MT

MT MT

9

10 F 1

8 BWG G.I Wire VAT STORAGE CHARGE Env Cess on (Cost + VAT)

STCS 4% 5% 2%

Galvanized steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. PIPES 15mm dia GI pipe medium duty Excise duty Env. STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

Rs Rs Rs Rs Rs Rs

Rs

Rs 2

20mm dia GI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

Rs

Rs 3

25mm dia GI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

Rs

Rs 4

32mm dia GI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

Rs

Rs 5

40mm dia GI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

Rs

Rs 6

50mm dia GI pipe medium duty Excise duty Env STCS Commission

10.3% 1% 3% 58

Rs

83743.43 82.88 3.32 4.14 1.72 92.06

MT Kg

230.00

sqm

90.57 9.33 0.94 2.72 3.62 5.36 112.54

Rm

116.58 12.01 1.21 3.50 4.66 6.90 144.86

Rm

178.70 18.41 1.86 5.36 7.15 10.57 222.05 221.29 22.79 2.30 6.64 8.85 13.09 274.97 253.89 26.15 2.64 7.62 10.16 15.02 315.48 360.17 37.10 3.75 10.81

Kg

Rm

Rm

Rm

VAT Storage Charge

7

8

9

10

11

12

Rs

14.41 21.31 447.54

Rm

Rs

466.15 48.01 4.85 13.98 18.65 27.58 579.22

Rm

Rs

704.00 72.51 7.32 21.12 28.16 41.66 874.77

Rm

Rs

1020.00 105.06 10.61 30.60 40.80 60.35 1267.42

Rm

Rs

1550.00 159.65 16.12 46.50 62.00 91.71 1925.98

Rm

Rs

3272.00 337.02 34.03 98.16 130.88 193.60 4065.69

Rm

Rs

3476.00 358.03 36.15 104.28 139.04 205.67 4319.17

Rm

4% 5%

65mm dia GI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

80mm dia GI pipe Heavy duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

100mm dia GI pipe Heavy duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

150mm dia GI pipe Heavy duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

200mm dia GI pipe Heavy duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

250mm dia GI pipe Heavy duty Excise duty Env STCS Commission VAT Storage Charge

10.3% 1% 3% 4% 5%

59

15

16

17

18

19

20

21

80mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

Rs

1251.13 0.00 13.01 37.53 50.05 67.59 1419.31

Rm

Rs

1261.00 0.00 26.23 37.83 50.44 68.77 1444.27

Rm

Rs

1848.00 0.00 38.44 55.44 73.92 100.79 2116.59

Rm

Rs

2461.00 0.00 51.19 73.83 98.44 134.22 2818.68

Rm

Rs

3210.00 0.00 128.40 96.30 128.40 178.16 3741.26

Rm

Rs

4046.00 0.00 84.16 121.38 161.84 220.67 4634.05

Rm

0% 1% 3% 4% 5%

100mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5%

150mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5%

200mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5%

250mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5%

300mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5%

350mm dia DI pipe medium duty Excise duty Env STCS Commission VAT Storage Charge

0% 2% 3% 4% 5% 60

5253.00 0.00 109.26 157.59 210.12 286.50

Rs 22

HUME PIPE SEMICIRCULAR 23CM DIA Excise duty Education CCSS on ED Env.+Labour Cess on (Cost + VAT) STCS Commission VAT Storage Charge

0% 0%

0.00 0.00 0.00

2%

0.00

0% 4% 0%

0.00 0.00 0.00 0.00

Rs G 1

2

EXPLOSIVES Super Electronic Detonator Env Cess VAT STORAGE CHARGE

1% 12.50% 5%

Emuldyne (Gelatin) Env Cess VAT STORAGE CHARGE

6016.47

1% 12.50% 5%

Rs Rs Rs

23.00 0.23 2.88 1.15 27.26 93.00 0.93 11.63 4.65 110.21

Rs Rs Rs

Rm

Each

each

Kg

H 1 2

FUEL Diesel K.oil

Rs Rs

42.45 24.00

I 1 2 3

CENTAGE CHARGES Water charge Overheads Contractors profit

@ @ @

1.00% 7.50% 7.50%

@ @ @ @

0.00% 0.00% 12.50% 4.00%

Rs

1100.00

Rs Rs Rs Rs Rs

450.00 355.00 800.00 3800.00 350.00

HR HR HR HR HR HR

Rs Rs Rs

240.00 3.00 38.00

Kgs Each Each

J 1 2 3

K

TAXES Contract Tax Sales tax for Stone sand a VAT b VAT

2 3 4 5 6

MACHINERIES Hydraulic Excavator (3D) with driver and fuel. Hire and running charges of tipper Tractor/Truck Loader D50-15A Buldozer Compressor

L 1 2 3

ALUMINUM Aluminum section CP brass / stainless screw Dash hold fastener

1

61

ltrs ltrs

M 1 2 3 4 5 6 N 1 2 3

CEMENT MORTAR 1:1 1:2 1:3 1:4 1:5 1:6 CEMENT CONCRETE 1:2:4 [20mm Stone agg.] 1:3:6 [20mm] 1:4:8 [40mm]

O 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

CONSTRUCTION MATERIALS Bricks (Grade - I) Binding wire Binding Materials Rivets 16mm dia 50mm long Hooks Limpet washer Bitumen washer Roof Screw/ Nut & Bolts Steel Aluminum sheet Rolling shutter (24 guage) Steel channel Recorn-3S (6 mm to 12 mm) Recorn-3S (4.8 mm) Ionide Glass strip White cement Pulley Rivet Marble Powder Marble chips Wire Brush Soft Brush Curtain rod Flat steel Wooden beads (TAJ) Wooden beads (corner) E-Board Gypsum board PVC panel Joining compound Connecting clip Joint tape joint finiser 50 x 32 x 0.50 ceiling channel Cross tee Wall angle Rawl plugs Screw 35 mm Dasfastner Butterfly clip Hold down clips 62

Rs Rs Rs Rs Rs Rs

7947.23 5255.15 4321.42 3365.31 2850.47 2409.19

cum cum cum cum cum cum

Rs Rs Rs

3972.52 3294.80 2704.06

cum cum cum

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

7.50 70.00 115.00 8.00 12.00 75.00 15.00 60.00 47.25 350.00 140.00 48.00 45.00 40.00 25.00 12.00 2500.00 100.00 2.00 510.00 3570.00 26.70 100.00 42.00 47.00 6.00 9.00 280.00 480.00 640.00 49.00 7.00 182.00 30.00 138.00 192.00 188.00 9.00 2.50 20.00 10.00 10.00

Each Kg cum Nos Nos Per 100 Per 100 10 Nos Kgs Kg sft Kgs 125gm 100gm Kg Rm qtls Each Each qtls cum Each Each Rm Kgs rft rft sqm sqm sqm Kgs Each Roll Kgs Kgs Kgs Kgs Each Each Each Each Each

15 16

Fevicol/ dendrite Plaster of paris Anti streeping Epoxy Terpin tel Through / bond Stone MARBLES AND TILES Marble Stone (Zebra black marble or equivalent) Marble Stone (Raj nagar Plain Marble / Udaipur green marble) Granite Stone Kota Stone Terroza tiles Glazed Ceramic Tiles Plain or normal prints Glazed Ceramic Tiles Luster print Glazed Ceramic Tiles Special colour Glazed Ceramic Floor Tiles Plain colour Glazed Ceramic Tiles special colour Glazed Ceramic Tiles antiskid Glossy series Vetrified Floor Tiles Royal / Italian Vetrified Floor Tiles Classica Vetrified Floor Tiles Pearl (white, marvel atlanta, jet black) Chequers tiles Pigment

Q 1 2 3 4 5 6 7 8 9

DOORS & WINDOW FITTINGS Steel Butt Hinges 4" Steel Butt Hinges 3" Steel Butt Hinges 2" Steel Screw 40mm Steel Screw 20mm Glass 3 mm thick Glass 4 mm thick Glass 6 mm thick Prelaminated sheet 12mm thich

Rs Rs Rs Rs Rs Rs Rs Rs Rs

55.00 42.00 28.00 1.00 0.80 25.00 30.00 50.00 55.00

Each Each Each Each Each sft sft sft sft

10

M S HINGES 150x31x4mm Hinges 125x31x4mm 100x31x3mm Screw

Rs Rs Rs Rs

48.00 40.00 32.00 0.80

Each Each Each Each

BRASS HINGES 150x31x4mm Hinges 125x31x4mm 100x31x3mm Screw Praliament hinges(150 x 110 MM)

Rs Rs Rs Rs Rs

140.00 132.00 121.00 1.50 40.00

Each Each Each Each Each

43 44 45 46 47 48 P 1 2 3 4 5 6 7 8 9 10 11 12 13 14

11

63

Rs Rs Rs Rs Rs Rs

190.00 15.00 200.00 340.00 55.00 45.37

Kg kg Kg Kg ltrs Each

Rs

730.00

sqm

Rs

1100.00

sqm

Rs Rs Rs

1400.00 480.00 320.00

sqm sqm sqm

Rs

320.00

sqm

Rs

340.00

sqm

Rs

450.00

sqm

Rs

320.00

sqm

Rs

450.00

sqm

Rs

450.00

sqm

Rs Rs

880.00 1100.00

sqm sqm

Rs

1340.00

sqm

Rs Rs

230.00 70.00

sqm kg

Screw for Praliament hinges Brass CP Praliament hinges(150 x 110 MM)

12

13

14

15

16

17

18

Rs

1.50

Each

Rs

215.00

Each

Rs Rs Rs Rs Rs Rs Rs Rs

196.00 1.25 75.00 94.00 800.00 840.00 280.00 0.75

Each Each Each Each Each Each Each Each

Rs Rs Rs Rs Rs Rs

150.00 50.00 50.00 740.00 780.00 240.00

Each Each Each Each Each Each

TOWER BOLT (300 X 10MM) Ms (Bright Finish) Brass (Bright Finish) Brass (Chromium Plated) Brass (Cupper Oxidized) Aluminum Oxidized

Rs Rs Rs Rs Rs

44.00 340.00 340.00 350.00 94.00

Each Each Each Each Each

TOWER BOLT (250 X 10MM) Ms (Bright Finish) Brass (Bright Finish) Brass (Chromium Plated) Brass Cupper Oxidized Aluminum Oxidized

Rs Rs Rs Rs Rs

40.00 325.00 325.00 335.00 70.00

Each Each Each Each Each

Rs Rs Rs Rs Rs

32.00 300.00 300.00 310.00 63.00

Each Each Each Each Each

Rs Rs Rs Rs Rs

32.00 250.00 270.00 260.00 48.00

Each Each Each Each Each

Rs Rs Rs Rs Rs

28.00 75.00 80.00 83.00 32.00

Each Each Each Each Each

SLIDING BOLT(300 x 16 mm) Ms (Bright Finish) Bolts & nuts M.S (Black enameled) M.S (Oxidized) Brass (bright Finish) Brass (Chromium Plated) Aluminum Oxidized Aluminum Oxidized Screw SLIDING BOLT(250 x 15 mm) Ms (Bright Finish) M.S (Black enameled) M.S (Oxidized) Brass (Bright Finish) Brass (Chromium Plated) Aluminum Oxidized

TOWER BOLT (200 X 10MM) Ms (Bright Finish) Brass (Bright Finish) Brass Cupper Oxidized Chromium Plated Aluminum Oxidized TOWER BOLT (150 X 10MM) Ms (Bright Finish) Brass (Bright Finish) Brass Cupper Oxidized Chromium Plated Aluminum Oxidized TOWER BOLT (100 X 6MM) Ms (Bright Finish) Brass (Bright Finish) Brass Cupper Oxidized Chromium Plated Aluminum Oxidized 64

19

20

21

22

23

24

25 a) b) R a) 1 2 3 4 b) 1 2 3 4 5 6 7 8 9 c) 10 11 12

125MM SIZE HANDLES Aluminum Ms (Bright Finish) Brass (Bright Finish) Chromium Plated 100MM SIZE HANDLES Aluminum Ms (Bright Finish) Brass (Bright Finish) Chromium Plated 75MM SIZE HANDLES Aluminum Ms (Bright Finish) Brass (Bright Finish) Brass (Chromium Plated) EYE HOOKS 150mm Screw MORTISE LOCK (100mm) Brass (Bright Finish) Brass (CO) Brass (Chromium Plated) Ms (Bright Finish) MORTISE LOCK WITH DEAD BOLTS Brass (Bright Finish) Brass (CO) Brass (Chromium Plated) Ms (Bright Finish) DOOR CLOSER Hydrolic Spring PLY BOARD One side Teak (Water proof) Solid hard core Board 38mm Solid hard core Board 35mm Solid hard core Board 30 mm Solid hard core Board 25 mm B S Commercial (Water proof) IS 2202 Solid hard core Board 38mm Solid hard core Board 35mm Solid hard core Board 30 mm Solid hard core Board 25 mm Teak ply 4mm Ply wood 4mm Ply wood 6mm Ply wood 12 mm Ply wood 19mm Local water proof ply boards Grade II Ply wood 4mm Ply wood 6mm Ply wood 12 mm 65

Rs Rs Rs Rs

44.00 15.00 81.00 81.00

Each Each Each Each

Rs Rs Rs Rs

19.00 15.00 62.50 62.50

Each Each Each Each

Rs Rs Rs Rs

18.75 15.00 50.00 50.00

Each Each Each Each

Rs Rs

7.50 0.50

Each Each

Rs Rs Rs Rs

1062.50 1062.50 1187.50 375.00

Each Each Each Each

Rs Rs Rs Rs

1062.50 1062.50 1187.50 343.75

Each Each Each Each

Rs Rs

800.00 153.00

Each Each

Rs Rs Rs Rs

200.00 190.00 175.00 165.00

sft sft sft sft

Rs Rs Rs Rs Rs Rs Rs Rs Rs

160.00 148.00 130.00 115.00 68.00 52.00 78.00 126.00 170.00

sft sft sft sft sft sft sft sft sft

Rs Rs Rs

22.00 30.00 40.00

sft sft sft

13 14 d) 1 2 3 4 5 6 7 8 9

10

11

12

13

14

15

S 1 2 3 4 5 T 1 2 3 4 5 6 9

Ply wood 19mm Sunmica Sheet FIBER REINFORCED PLASTIC Factory made glass reinforced plastic door frame 90 x 45 mm Factory made 30 mm glass fibre reinforced plastic panel door shutter Factory made glass reinforced plastic door frame 90 x 45 mm Factory made 35 mm glass fibre reinforced plastic panel door shutter Factory made 40 mm glass fibre reinforced plastic panel door shutter Factory made 30 mm glass fibre reinforced plastic panel door shutter Factory made 35 mm glass fibre reinforced plastic panel door shutter Factory made 40 mm glass fibre reinforced plastic panel door shutter Factory made glass reinforced polyester (FRP) windows shutter 75 x 30 mm Factory made glass reinforced polyester (FRP) windows shutter 75 x 35 mm Factory made glass reinforced polyester (FRP) windows shutter 75 x 40 mm Factory made glass reinforced polyester (FRP) windows frame 90 x 45 mm Factory made glass reinforced polyester (FRP) windows frame 90 x 45 mm (double rebate) Factory made glass reinforced polyester (FRP) windows frame 150 x 45 mm Factory made glass reinforced polyester (FRP) windows frame 150 x 45 mm (double rebate) PRIMERS Primer ( Wood ) Red oxide Zinc Chromate primer Primer ( Metal ) Red oxide Cement primer (Solvent Base) Cement primer ( Water base) PAINTINGS Synthetic Enamel (High gloss) Plastic emulsion paints Synthetic distemper Acrylic distemper Exterior Emulsion paints Cement paint (Snoeceam) Aluminum Paints ( Al ) 66

Rs Rs

50.00 30.00

sft sft

Rs

439.55

M

Rs

2005.29

sqm

Rs

514.80

M

Rs

2475.78

sqm

Rs

2691.07

sqm

Rs

2280.71

sqm

Rs

2637.25

sqm

Rs

2852.53

sqm

Rs

363.00

m

Rs

429.00

m

Rs

495.00

m

Rs

481.80

m

Rs

643.50

m

Rs

580.00

m

Rs

808.50

m

Rs Rs Rs Rs Rs

157.00 132.00 123.00 161.00 101.00

lit lit lit lit lit

Rs Rs Rs Rs Rs Rs Rs

207.00 239.00 85.00 76.00 249.00 48.00 190.00

lit lit Kg Kg lit Kg lit

12 13 14 15 16

Thinners 800 Thinners Red / Green corrugal Red oxide Bitumen Paints

Rs Rs Rs Rs Rs

164.00 168.00 166.00 45.00 135.00

lit lit lit Kg lit

U 1 2 3 4 5 6 7 8

POLISHING ITEMS Wood filler glue/Melamine sealer Synthetic clear varnish Gopal varnish Varnishes & Black Touch wood (GR - 0) Clear matt Shellac Spirit Wax Polish

Rs Rs Rs Rs Rs Rs Rs Rs

260.00 190.00 190.00 125.00 280.00 650.00 75.00 312.00

lit lit lit lit lit Kg lit Kg

WHITE WASHING & DISTEMPERING Lime Indigo/ Neer Dry Distemper Whiting Washable Distemper Water proofing cement paints Plaster of paris

Rs Rs Rs Rs Rs Rs Rs

1760.00 3.50 100.00 135.00 90.00 25.00 20.00

Qtl 10 g Kg Kg Kg Kg Kg

CAT NO 20004 20042 20004 20004 92008 92008

Rs Rs Rs Rs Rs Rs

1050.00 1150.00 2080.00 2950.00 11900.00 13600.00

Each Each Each Each Each Each

30001

Rs

3990.00

Each

30006

Rs

3986.00

Each

60005 61001

Rs Rs Rs Rs

602.00 980.00 669.00 669.00

Each Each Each Each

10001 10010 10004 10040 10036 10007 10072 11003

Rs Rs Rs Rs Rs Rs Rs Rs

1598.00 752.00 578.00 833.00 531.00 625.00 1309.00 825.00

Each Each Each Each Each Each Each Each

10045 10047 10051

Rs Rs Rs

2542.00 1169.00 1100.00

Each Each Each

V 1 2 3 4 5 6 7 W 1 2 3 4 5 6

10 11 13 14

SANITARY FITTINGS Orissa Pan 53x41White Orissa Pan 58x44 (Box rim)White Orissa Pan 58x44 Special Orissa Pan 58x44 (Box rim)Special European One pice(Starwhite) European One pice(Ivory) W.C. pan (European Bidets standard) W.C. pan European Bidets constillation special Urinal flat back ideal 44x31.5x32.5 Urinal plate 68 x 30 Sit cover Constillation starwhite col Sit cover Constillation special col

X 1 2 3 4 5 6 7 12 Y 1 2 3

WALL HUNG WASH BASIN Wash basin Standard 63x45cm Wash basin Delta 55x40cm Wash basin compact45x30 Wash basin miche58x43cm Wash basin 46x36cm Wash basin 51x40cm Wash basin 35 x 35 cm corner Wash Basin Pedestal. COUNTER TYPE WASH BASIN Wash basin 63x50cm Wash basin 57 x 45 Wash basin 49x36

7 8

67

Z 1 2 AA 1 2 3 2 AB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 AC 1 2 3 4 5 6 7 8 9 10 11 12 13 14

15 16

KITCHEN SINK 610x450x25mm(steel) 610x450x20mm(precast) FLUSHING CISTERN 10 liter automatic flushing cistern. Flushing cistern with fittings. 5 liter automatic flushing cistern. Dual flushing cistern with fittings6/3 ltrs Special. WATER SUPPLY FITTINGS BATHROOM FITTINGS CP pillar Cock CP Bib cock CP Bib cock Long Body CP Angular Stop cock Concealed Stop Cock C.P 190mm long connecting pipe. Standard size G.I. flush pipe with special fittings. Shower arm 190mm long Shower Waster coupling Basin Mixer Brass stop cock Brass Bib cock Brass Gateway Valve 15 mm dia Brass Gateway Valve 20 mm dia Brass Gateway Valve 25 mm dia Brass Gateway Valve 32 mm dia Ball valve Brass with plastic float

S100/150 S100/151

Rs Rs

4037.00 4037.00

Each Each

Rs Rs Rs

1084.00 674.00 674.00

Each Each Each

Rs

948.00

Each

MARC / JAQUAR/CERA/ESSCO Rs 525.00 Rs 515.00 Rs 695.00 Rs 970.00 Rs 880.00 Rs 160.00

Each Each Each Each Each Each

BATH ROOM ACCESSORIES CP Towel Rail 600x20mm CP Towel Rail 740x20mm CP Towel Ring CP Soap Tray / Dish CP Toilet paper Holder CP Glass shelf 22" CP Brass chain with plug. Beveled gauge Bath room Mirror AC sheet PVC cleat Bath room Mirror Admiral type CP Screw Proclean soap tray PVC wash basin concealed connection 1.5" dia with fittings Hi-density Polyethylene water tank 500 ltrs i/c fittings Hi-density Polyethylene water tank 1000 ltrs i/c fittings 68

Rs

355.00

Each

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

285.00 265.00 173.00 1450.00 405.00 415.00 445.00 605.00 895.00 1255.00 298.00

Each Each Each Each Each Each Each Each Each Each Each

Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs Rs

675.00 725.00 410.00 225.00 360.00 900.00 38.00 675.00 60.00 1.00 297.00 2.50 390.00

Each Each Each Each Each Each Each Each Each Each Each Each Each

Rs

70.00

Rm

Rs

3093.75

Each

Rs

6187.50

Each

17 19 20 21 22 23 24 25 26

27

28

29

30

Hi-density Polyethylene water tank 2000 ltrs i/c fittings C.I. brackets.(pair) 100mm SCI p or S strap. Spreader with fittings. 100mm half round channel. G.I.flush pipe with fittings. CI trap 65mm with fittings. Lead or PUC connection.

Rs

12375.00

Each

Rs Rs Rs Rs Rs Rs Rs

45.00 167.00 432.00 270.00 60.00 178.00 5.00

Each Each Each Each Each Each Each

Rs Rs Rs

352.00 625.00 1150.00

Each Each Each

Bend 75 MM 110 MM 160 MM

Rs Rs Rs

71.00 118.00 415.00

Each Each Each

Tee 75 MM 110 MM 160 MM

Rs Rs Rs

92.00 162.00 588.00

Each Each Each

Equal Junction 75 MM 110 MM 160 MM

Rs Rs Rs

180.00 367.00 955.00

Each Each Each

Offset 75 MM 110 MM 160 MM

Rs Rs Rs

227.00 442.00 645.00

Each Each Each

PVC SOIL PIPE (ISI) 75 MM 110 MM 160 MM

10 feet long 10 feet long 10 feet long

69

70

PART – II: ROAD, BRIDGES AND RIVER TRAINING WORKS GENERAL NOTES 1.

"Specifications" would refer to the "Specifications for road and bridge works" (4th Revision) published by the Indian Roads Congress August-2001, on behalf of the Government of India, Ministry of Road Transport & Highway (Roads Wing).

2.

"Clause" would refer to clauses of the specifications referred to in note (a) above.

3.

"Engineer-in-charge" would refer to the Divisional Engineer of the division.

4.

"Table" would refer to the table of the aforesaid specifications.

5.

The rates have been analysed using mechanical means. Manual means for certain items have also been provided which can be used for areas inaccessible to machines and for small jobs.

6.

The rates of all items include element of setting out and carrying out the work in narrow or part width of road, where directed.

7.

In the absence of any stipulation to the contrary, unit rates for different items of works are for completing the works to the specifications I/c full compensation for all operations detailed in the relevant sections of the specifications under "Rates". The rates are to be considered as the full inclusive rate for the finished work covering all labour, material, royalties, lease, rent, wastage, temporary work, plant, equipment, overhead charges and profit, unless specified otherwise.

8.

Mode of measurements shall be as per provisions contained in the relevant clauses of the specifications unless specified otherwise.

9.

The rates include the element of hire and running charges of all types of plant, machinery and equipment required to complete the work unless specified otherwise. Royalty, octroi- duty and all other taxes are included in the rates.

10.

The rates include making arrangement of traffic as per clause No.112 except for initial treatment to verge, shoulders and construction of diversion.

11.

The rates include all cleaning operations. The rates also include provision of coir rope being used for premix carpet and surface dressings for providing supports to edges.

12.

The rates also include the element of testing of samples of various materials brought by the contractor for use on the work as well as other tests for items of work as stipulated in the specifications as per clause 903 and its sub-clauses of specifications for road and bridge works of MORT&H (4th revision). Frequency of such tests to be carried out must not be less than the prescribed frequencies.

13.

Tests shall have to be conducted for the contractor's material by his Engineers under the supervision of the Engineer-in-charge or his authorized representatives. Before making any payment it will be the responsibility of the officer making payment to ensure that all tests as per prescribed frequencies have been carried out. 71

14.

Rates of items would apply for work order / piece work system also.

15.

Rates for transportation in Chapter No. 1 of "Carriage of Material" include :i)

Loading and unloading into transport vehicle with incidental leads upto 100 m at each place and all lifts.

ii)

Stacking at suitable places as directed by the Engineer-in-charge, the weights of the container of any material shall be ignored.

16.

Latest I.R.C. Codes / MoRT&H Specification shall be followed for all works.

17.

The materials of construction shall be governed as per relevant I.S. Codes.

18.

If the cement / bitumen/ steel is brought by the contractor, the contractor shall be responsible for ensuring the quality of materials and would be bound to conduct any or all tests at his cost for ensuring its quality as per directions of the Engineer-in-Charge.

19.

The section 900 of the specification mentions "as required" against some of the tests. To stave off disputes the following frequencies are specified :(a) Deleterious material.

One test per 500 Cum. or part thereof.

(b) C.B.R. 20.

-----do------

For comprehensive items, quantities of aggregates, screenings, granular materials and binding materials etc. indicated in the specifications are loose. No extras on account of any voids or bulkages etc. will be paid separately. Where it is proposed only to supply, transport and stack the mineral aggregates for use in pavement courses, the quantities indicated in the specifications shall be supplied but payment for the same shall be regulated on the basis of volumes to be computed after deductions specified in clause 514.5. The stacking will have to be in a trapezoidal section having base 1.5 M., top width 0.5 M. and height 0.5 M. The length should be as long as conveniently possible.

21.

For construction of reinforced earth retaining wall, back filling shall be paid separately as per Chapter-3 "Earth work, erosion control and drainage"

22.

For WBM Grade-I and Grade-II broken stone can be used, for WBM Grade-III, only crushed stone shall be used.

23.

Metal to be used for all bituminous courses and cement concrete shall be crushed in mechanical crushers.

24.

The use of vibratory roller is essential for all the items wherever compaction/consolidation is to be done with rollers unless specified otherwise.

25.

The surface regularity of the completed sub-grade, sub-base, base courses, widening of surfaces and bituminous courses in the longitudinal and transverse directions shall be within the tolerances indicated in the table 900-1 of the specifications. For checking, specifications clause 902 shall apply.

72

SCHEDULE OF RATES FOR ROAD, BRIDGES AND RIVER TRAINING WORKS Item No. 1

Descriptions CARRIAGE OF MATERIALS Loading and unloading of stone boulder/stone aggregates/sand/ kanker/moorum. (Placing tipper at loading point, loading with front end loader, dumping, turning for return trip, excluding time for haulage and return trip)

1.1

Unit

Rate 2012 (Rs.)

cum

87.00

1.2

Loading and Unloading of Boulders by Manual Means

cum

109.78

1.3

Loading and Unloading of Cement or Steel by Manual Means and stacking.

tonne

153.58

1.4 (i)

Cost of Haulage Excluding Loading and Unloading Surfaced Road

tonne.km

5.57

(ii)

Unsurfaced Gravelled Road

tonne.km

6.96

(iii)

Katcha Track and Track in river bed / nallah bed and choe bed.

tonne.km

8.72

1.5

Hand Broken Stone Aggregates 63 mm nominal size (Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing 80 mm and retained on 50 mm sieve) and stacking as directed)

cum

751.68

1.6

Crushing of stone aggregates 13.2 mm nominal size. (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 13 mm nominal size.)

cum

750.23

1.7

Crushing of stone aggregates 20 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 20 mm nominal size.)

cum

636.49

1.8

Crushing of stone aggregates 40 mm nominal size (Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200 tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor and vibrating screens to obtain stone aggregates of 40 mm nominal size.)

cum

537.01

1.9

Loading and Unloading of Bitumen by Manual Means

Mt

62.75

73

1.20

Loading and Unloading of NP2/NP3/NP4 Hume Pipe of all diameter.

2

No

260.67

each each each each

146.16 222.72 491.84 983.68

hectare

12296.00

SITE CLEARANCE 2.1

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 50mtrs and earth filling in the depression/pit.) (i) (ii) (iii) (iv)

Girth from 300 mm to 600 mm Girth from 600 mm to 900 mm Girth from 900 mm to 1800 mm Girth above 1800 mm

2.2

Clearing Grass and Removal of Rubbish

2.3

Clearing and Grubbing Road Land. (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 50 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) A B

By Manual Means:In area of light jungle In area of thorny jungle

hectare hectare

36888.00 49184.00

(ii) A

By Mechanical Means In area of light jungle

hectare

20993.68

B

In area of thorny jungle

hectare

25487.52

cum

285.69

cum

334.86

2.4

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) (i) I A B

Lime /Cement Concrete By Manual Means Lime Concrete, cement concrete grade M-10 and below Cement Concrete Grade M-15 & M-20

74

C

Pre-stressed / Reinforced cement concrete grade M20 & above II

A B

By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 Prestressed / Reinforced cement concrete grade M-20 & above

cum

849.91

cum cum

422.33 712.10

cum cum cum cum

187.32 236.50 167.65 157.80

cum cum cum cum cum

206.99 236.50 187.32 177.48 167.65

cum

187.32

cum

430.46

(ii) A B C D (iii) A B C D E F

Dismantling Brick / Tile work In lime mortar In cement mortar In mud mortar Dry brick pitching or brick soling Dismantling Stone Masonry Rubble stone masonry in lime mortar Rubble stone masonry in cement mortar. Rubble Stone Masonry in mud mortar. Dry rubble masonry Dismantling stone pitching/ dry stone spalls. Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials.

(iv)

Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above plinth level

(v)

Steel work in all types of sections upto a height of 5 m above plinth level excluding cutting of rivet.

A B C

Including dismembering Excluding dismembering. Extra over item No( V ) A and( V ) B for cutting rivets. Scraping of bricks dismantled from brick work including stacking.

tonne tonne tonne

1071.15 802.43 7.89

A B (vii) A B (viii)

In lime/Cement mortar In mud mortar Scraping of Stone from dismantled stone masonry In cement and lime mortar In Mud mortar Scarping plaster in lime or cement mortar from brick/ stone masonry

1000 nos 1000 nos

860.72 307.41

cum cum sqm

345.68 73.09 11.15

(ix)

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.

A B C

Up to 600 mm dia Above 600 mm to 900 mm dia Above 900 mm

metre metre metre

127.60 172.85 295.81

(vi)

75

2.5

Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) I A B II A

By Manual Means Bituminous courses Granular courses By Mechanical Means Bituminous course

cum cum

525.37 381.82

cum

237.06

2.6

Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)

cum

1007.46

2.7

Dismantling Guard Rails (Dismantling guard rails by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately.)

metre

57.48

2.8

Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

12.06

2.9

Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 metre)

metre

18.10

2.10

Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back filling of pit.) 5th KM stone Ordinary KM Stone Hectometre Stone

each each each

281.01 164.14 32.83

Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. )

metre

35.70

A B C 2.11

76

2.12

Dismantling of CI Water Pipe Line (Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 metres and stacking of serviceable material and unserviceable material separately under supervision of concerned department)

metre

117.68

2.13

Removal of Cement Concrete Pipe of Sewer Gutter (Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of concerned department including disposal with all lifts and up to a lead of 1000 metres and stacking of serviceable and unserviceable material separately but excluding earth excavation and dismantling of masonry works.)

metre

143.26

2.14

Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)

each

126.69

3

EARTH WORK, EROSION CONTROL AND DRAINAGE 3.1

Excavation in Hill Area in Soil by Mechanical Means a)

Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres.

cum

100.18

b)

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side.

cum

54.67

cum

152.31

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth shall be disposed off on the valley side.

cum

102.20

Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting.

cum

3.2 a)

b)

3.3

Excavation in Hill Area in Soil by Manual Means Excavation in soil in hilly area by manual means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 50 metres.

77

a)

Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres.

cum

152.96

b)

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side.

cum

93.25

3.4

Excavation in Hilly Area in Ordinary Rock by Manual Means not Requiring Blasting. a)

Excavation in hilly area in ordinary rock not requiring blasting by Manual means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 50 metres.

cum

268.98

b)

In case the land on the valley side is barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper shall be deleted as excavated earth can be disposed off on the valley side.

cum

218.87

3.5

Excavation in Hilly Areas in Hard Rock Requiring Blasting a)

Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and stacking of cut material with all lifts and lead upto 50 metres.

cum

238.79

b)

Excavation in hilly areas in hard rock requiring blasting, by Manual means including trimming of slopes and collection of 40% of cut material and disposal of rest of the materials with all lifts and lead upto 50 metres.

cum

243.34

Excavation in hilly areas in hard rock requiring blasting, by Manual means including trimming of slopes and stacking of 60% of cut material with all lifts and lead upto 50 metres.

cum

207.25

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

cum

46.35

3.6

Excavation in Hilly Areas in Hard Rock Blasting Prohibited a)

3.7

78

3.8

Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303)

3.9

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work.) (i) A B (ii) A B (iii) A (iv) A (v) A B

Ordinary soil Manual Means (Depth upto 3 m) Mechanical Means (Depth upto 3 m) Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m) Mechanical Means Hard rock ( requiring blasting ) Manual Means Hard rock ( blasting prohibited ) Mechanical Means Marshy soil Manual means ( upto 3 m depth) Mechanical Means

sqm

161.90

cum cum

196.74 32.08

cum cum

245.92 42.28

cum

453.66

cum

528.96

cum cum

390.67 129.17

3.10

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

sqm

19.17

3.11

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

sqm

9.70

3.12

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

cum

207.09

79

3.13

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)

cum

120.52

3.14

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

cum

266.52

3.15

Compacting Original Ground Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)

cum

67.50

supporting

cum

38.09

3.16

Stripping and Storing Top Soil (Stripping, storing of top soil by road side at 15 m internal and reapplication on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth)

cum

167.04

3.17

Stripping, storing and re-laying top soil from borrow areas in agriculture fields. (Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer.)

cum

89.80

3.18

Turfing with Sods (Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

sqm

48.31

3.19

Seeding and Mulching (Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer, mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 308)

sqm

156.58

Case-I

Case-II

:Compacting embankment

original

ground

80

3.20

Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) A B

metre metre

18.91 49.18

Mechanical Means Manual Means Surface Drains in Hard Rock (Rate per metre may be worked out based on quantity of hard rock as per design.)

metre metre metre

33.99 73.78

3.23

Sub Surface Drains with Perforated Pipe (Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site )

metre

565.15

3.24

Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway)

metre

98.14

3.25

Underground Drain at Edge of Pavement (Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads)

metre

15465.00

3.26

Preparation and Surface Treatment of formation. (Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)

sqm

2.54

3.21

Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) A B

3.22

Mechanical means Manual Means

81

3.27

Construction of Rock fill Embankment (Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313)

4

cum

84.19

cum cum cum

1578.73 1652.13 1707.44

cum cum cum

1195.00 1268.41 1323.71

cum cum cum

1167.93 1208.02 1267.42

SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS 4.1

Granular Sub-base with Close Graded Material (Table:- 400-1) A

Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )

(i) (ii) (iii)

for grading- I Material for grading- II Material for grading-III Material

B

By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)

(i) (ii) (iii)

for grading- I Material for grading- II Material for grading-III Material

4.2

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) (ii) (iii)

for grading- I Material for grading- II Material for grading-III Material

82

4.3

Lime Stabilisation for Improving Subgrade (Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade) A B

By Mechanical Means By Manual Means

cum cum

1250.65 1250.42

4.4

Lime Treated Soil for Sub- Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98%of the max dry density to form a layer of sub base.)

cum

1345.24

4.5

Cement Treated Soil Sub Base/ Base (Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.)

cum

870.60

4.6

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.) For Sub-Base course For Base course

cum cum

2036.21 1793.45

4.7

Making 50 mm x 50 mm Furrows (Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one metre interval in the existing thin bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead)

sqm

2.73

4.8

Inverted Choke (Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc)

cum

667.57

(i) (ii)

83

4.9

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) A (i) (a)

By Manual Means Grading- I Using Screening Crushable type such as Moorum or Gravel

(b)

cum

1238.12

Using Screening Type-A (13.2mm Agg.)

cum

1529.05

(ii) (a)

Grading- II Using Screening Crushable type such as Moorum or Gravel

cum

1271.58

(b)

Using Screening Type-A (13.2mm Agg.)

cum

1559.88

(c)

Using Screening Type-B (11.2mm Agg.)

cum

1525.86

(iii) (a)

Grading- III Using Screening Crushable type such as Moorum or Gravel

cum

1404.92

(b)

Using Screening Type-B (11.2mm Agg.)

cum

1659.20

B (i)

By Mechanical Means: Grading- I

(a)

Using Screening Crushable type such as Moorum or Gravel

cum

1135.59

(b)

Using Screening Type-A (13.2mm Agg.)

cum

1426.52

(ii) (a)

Grading- II Using Screening Crushable type such as Moorum or Gravel

cum

1169.00

(b)

Using Screening Type-A (13.2mm Agg.)

cum

1439.63

(c)

Using Screening Type-B (11.2mm Agg.)

cum

1423.33

(iii)

Grading- III

(a)

Using Screening Crushable type such as Moorum or Gravel

cum

1302.39

(b)

Using Screening Type-B (11.2mm Agg.)

cum

1556.67

84

4.10

Crushed Cement Concrete Sub-base / Base (Breaking and crushing of material obtained by breaking damaged cement concrete slabs to size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates obtained from breaking of cement concrete slabs at a lead of L km., laying and compacting the same as sub base/ base course, constructed as WBM to clause 404 except the use of screening or binding Material.)

cum

473.82

4.11

Penetration Coat Over Top Layer of Crushed Cement Concrete Base (Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8)

sqm

24.81

4.12

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

cum

1692.88

4.13

Construction of Median and Island with Soil Taken from Roadway Cutting (Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 407)

cum

216.09

4.14

Construction of Median and Island with Soil Taken from Borrow Areas (Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 407)

cum

300.73

4.15

Construction of Shoulders Earthen Shoulders: The rate as applicable for subgrade construction may be adopted.

A B

Hard shoulders: Rate as applicable for sub-base and or base may be adopted as per approved design

C

Paved shoulders: The rate may be adopted as applicable for different layers of pavement depending upon approved design of paved shoulders.

85

Refer 3.14

4.16

Footpaths and Separators (Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel..)

4.17

Crusher Run Macadam Base (Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base)

1501.65

A (i) (ii)

By Mix in Place Method For 53 mm maximum size For 45 mm maximum size

cum cum

1177.30 1245.99

B (i) (ii)

By Mixing Plant : For 53 mm maximum size For 45 mm maximum size

cum cum

1521.66 1609.83

rm

43.27

Manual means Mechanical means

cum Cum

560.28 464.56

Filling for road works Filling by supplying filling materials from outside in road works, in layers not exceeding 20cm in depth excluding carriage of materials and including consolidation of each layer by ramming, watering etc all complete by manual/mechanical means.

Cum

146.72

4.18

Stone Edging Providing & laying 15 cm (6") wide and 23 cm (9") deep hammer dressed stone edging with clean hard selected stones including packing of sides to proper line, level and as per directions of the Engineer-in-Charge, complete.

4.19

Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using: A B

4.20

sqm

86

5

BASES AND (BITUMINOUS) 5.1

SURFACE

COURSES

Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) i) ii) iii)

5.2

Low Porosity Medium Porosity High Porosity

sqm sqm sqm

38.90 69.52 87.90

Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) i)

Normal Bituminous Surface

sqm

16.94

ii)

Dry and Hungry Bituminous Surface

sqm

20.01

iii)

Granular Surface Treated with Primer

sqm

23.07

iv)

Granular Surface Not Treated with Primer

sqm

29.19

v)

Cement Concrete Base

sqm

26.13

cum cum

7638.33 7740.10

sqm sqm

384.60 510.06

5.3

Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) (i) (ii)

5.4

for Grading-I ( 40 mm nominal size ) for Grading-II (19 mm nominal size) Bituminous Penetration Macadam (Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction)

A B

50 mm thick 75 mm thick

87

5.5

Built-Up-Spray Grout (Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm)

5.6

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)

sqm

291.70

cum cum

10086.23 10112.66

(i) (ii)

(i) (ii)

for Grading I ( 40 mm nominal size ) for GradingII(19 mm nominal size)

5.7

5.7

Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects)

A (i)

Using Bitumen 60/70 grade for Grading I ( 13 mm nominal size )

cum

10570.30

(ii)

for GradingII(10 mm nominal size)

cum

11313.88

B

Using Modified Bitumen

(i)

for Grading I ( 13 mm nominal size )

cum

10837.48

(ii)

for GradingII(10 mm nominal size)

cum

11610.75

88

5.8

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)

(i) (ii)

Case-I Using Bitumen 60/70 grade for Grading-I ( 13 mm nominal size ) for Grading-II(10 mm nominal size)

cum cum

11363.02 11478.12

(i)

Case-II Using Modified Bitumen for Grading-I ( 13 mm nominal size )

cum

11666.11

(ii)

for Grading-II(10 mm nominal size)

cum

11781.21

sqm sqm

95.00 80.15

5.9

Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) Case-I Case-II

5.10

19 mm nominal chipping size 13 mm nominal size chipping Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)

Case-I

Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour.

sqm

152.53

Case-II

Open-Graded Premix Surfacing using cationic Bitumen Emulsion

sqm

163.04

CaseIII

Mechanical method using Modified Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour.

sqm

156.29

89

5.11

A B 5.12

5.13

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade)

sqm

201.46

Using 60/70 Grade Bitumen Using modified bitumen

sqm sqm

201.46 207.11

sqm

76.96

sqm

59.58

sqm

79.48

sqm

61.33

Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) A (i)

Using Bitumen 60/70 grade Case - I : Type A

(ii)

Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)

B (i)

Using Modified Bitumen Case - I : Type A

(ii)

Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.) Supply of Stone Aggregates for Pavement Courses (Supply of stone aggregates from approved sources confirming to the physical requirement, specified in the respective specified clauses, including royalties, fees rents, collection, transportation, stacking and testing and measured in cum as per clause 514.5 Competitive market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may be adopted, if found economical. In case for supply of aggregates at site are not available, nearest crusher site may be ascertained. Loading and un-loading charges and cost of carriage may be added to these rates to arrive at the cost at site.)

90

Refer AoR if necessary

5.14

Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 50029, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

5.15

Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface)

sqm

752.96

5 mm thickness 3 mm thickness 1.5 mm thickness

sqm sqm sqm

90.25 59.20 36.12

5.16

Recycling of Bituminous Pavement with Central Recycling Plant (Recycling pavement by cold milling of exiting bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 % of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517.)

cum

7783.94

5.17

Fog Spray Addition to the rate in case it is decided by the engineer to blind the fog spray.

sqm sqm

47.34 6.15

5.18

Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.)

(i) (ii) (iii)

(i)

Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate

cum

14228.54

(ii)

Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate

cum

14070.66

91

(iii)

Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate

cum

11317.52

(iv)

Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate

cum

11164.91

5.19

Sand Asphalt Base Course (Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing.)

cum

9354.16

5.20

Crack Prevention Courses Stress Absorbing Membrane (SAM) crack width less than 6 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

sqm

75.33

(i)

(ii)

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm (Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

sqm

86.47

(iii)

Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 % (Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.)

sqm

114.61

92

(iv)

5.21

6 6.1

6.2

Case - IV : Bitumen Impregnated Geotextile (Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 704.4.5)

sqm

386.73

Recipe Cold Mix (Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3) (i) (ii)

75 mm thickness 40 mm thickness

cum cum

8125.04 11961.75

(iii)

25 mm thickness

cum

14086.53

cum

2889.96

cum

7150.50

CEMENT CONCRETE PAVEMENTS Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) Cement Concrete Pavement (Construction of unreinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )

93

6.3

Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.) GEOSYNTHETICS EARTH

AND

cum

3317.76

REINFORCED

7.1

Sub-surface Drain with Geo-textiles (Construction of sub surface drain 200 mm dia using geo-textiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geo-composite structure, joints wrapped with geo-textile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling)

metre

1503.94

7.2

Narrow Filter Sub-surface Drain (Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling)

metre

1009.96

Laying Paving Fabric Beneath a Pavement Overlay (Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface)

sqm

156.29

7.3

7.3

94

7.4

7.4

7.5

Laying Boulder Apron in Crates of Synthetic Geogrids (Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design.)

cum

4868.70

sqm

4983.08

metre metre metre metre metre

43.59 49.97 37.21 43.59 37.21

sqm

263.16

Reinforced Earth Retaining Wall (Reinforced earth retaining walls have four main components as under: a) Excavation for foundation, foundation concrete and cement concrete grooved seating in the foundation for facing elements (facia material). b) Facia material and its placement. c) Assembling, joining with facing elements and laying of the reinforcing elements. d) Earth fill with granular material which is to be retained by the wall.) (i)

Facing elements of RCC

(ii)

Assembling, joining and laying of reinforcing elements.

A

With reinforcing element of steel / Aluminum strips / polymeric strips.

Type 1 Type 2 Type 3 Type 4 Type 5

1.Galvanised carbon steel strips 2.Copper Strips 3.Aluminium Strips 4.Stainless steel strips 5.Glass reinforced polymer/fibre polymer/polymeric strips

B

With reinforcing elements of synthetic geogrids

95

reinforced

8

TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES 8.1

Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) A B

8.2

Using Concrete Mixer Using Concrete Batching and Mixing Plant

metre metre

263.14 266.22

metre metre

482.45 492.20

cm height per letter

0.68

cm height per letter

0.42

each each each each

5798.07 3547.67 5020.87 7306.07

Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) A B

8.3

Using Concrete Mixer Using Concrete Batching and Mixing Plant Printing new letter and figures of any shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade)

(i)

(ii)

8.4

Hindi ( Matras commas and the like not to be measured and paid for Half letter shall be counted as half ) English and Roman

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (i) (ii) (iii) (iv)

90 cm equilateral triangle 60 cm equilateral triangle 60 cm circular 80 mm x 60 mm rectangular 96

(v) (vi) (vii)

60 cm x 45 cm rectangular 60 cm x 60 cm square 90 cm high octagon

each each each

4870.07 5914.07 9533.27

8.5

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

sqm

13522.87

8.6

Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

sqm

23128.61

8.7

Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans) Truss and Vertical Support Aluminium alloy plate for over head sign

tonne tonne

82561.41 2745.33

8.8

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

sqm

134.60

8.9

Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

sqm

56.07

A B

97

8.10

Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after through cleaning of surface to give an even shade)

8.11

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control)

sqm

63.29

sqm sqm

159.65 147.93

Over 10 cm in width Up to 10 cm in width

sqm sqm

103.30 107.56

8.13

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)

sqm

1053.74

8.14

Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

(i) (ii) 8.12

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (i) (ii)

8.15

Over 10 cm in width Up to 10 cm in width

(i)

5th kilometre stone (precast)

each

3184.25

(ii) (iii)

Ordinary Kilometer stone (Precast) Hectometer stone (Precast)

each each

1917.99 546.56

Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

each

2815.40

98

8.16

Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

each

432.94

8.17

G.I Barbed wire Fencing 1.2 metre high (Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

metre

272.36

8.18

G.I Barbed wire Fencing 1.8 metre high (Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 )

metre

442.43

8.19

Fencing with welded steel wire Fabric 75 mm x 50 mm (Suggestive) (Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.)

metre

618.20

8.20

Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)

metre

1564.37

8.21

Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for pipe, fixed 2 metres centre to, complete as per approved drawing)

metre

2097.40

99

8.22

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i)

8.23 A

B

8.24

M 20 grade concrete

metre

12428.58

metre

3615.90

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)

metre

4783.20

Road Traffic Signals electrically operated (Since it is a ready made item commercially produced and erected by specialised firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialised in this field and ISI certified for the approved design and drawing.)

Refer AoR if necessary

Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)

100

8.25

Flexible Crash Barrier, Wire Rope Safety Barrier (Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth), strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete.)

8.26

Anti - Glare Devices in Median Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and rectangular vans (Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane 250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and drawings.)

A

B

8.27

Anti - Glare Screen with Rectangular Vane of MS sheet (Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450 to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below ground level, applying 2 coats of paint on exposed faces, all complete as per approved design and drawings)

metre

2094.55

metre

1914.99

metre

825.68

each each

56795.54 56735.06

Street Lighting (Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation.) (i) (ii)

For Fixing in Median For fixing in Footpath 101

8.28

Lighting on Bridges (Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with sodium vapour lamp)

8.29

Cable Duct Across the Road (Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.) (i) (ii) (iii)

Single Row for one utility service Double Row for two utility services Triple Row for three utility services

each

40504.29

metre metre metre

1643.15 3083.55 4536.74

8.30

Highway Patrolling and Traffic Aid Post (It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. )

8.31

Items related to under pass/ subway/ overhead bridge/ overhead foot bridge (The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for these items are available in respective chapters which can be adopted for the quantities derived from the approved designs and drawings)

Refer AoR if necessary

8.32

Traffic Control System and Communication system (Providing a traffic control centre and communication system including telecommunication facilities and related accessories, CCTV, radar, vehicle detection camera, central computer system These are specialised item of telecommunication system and are the commercial products. The designer is required to contact the manufacturers to ascertain market prices. In case of civil works required to be executed for these installations, pricing may be done as per rates in relevant chapters for quantities derived approved design and drawing.)

Refer AoR if necessary

102

8.33

Gantry Mounted Variable Message Sign board (Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with lateral clearance as per clause 802.3) (i)

Gantry Support System

tonne

79084.16

(ii)

Message Display (Message display board 6 sqm electronically operated with complete electronic fitments for flashing the pre-determined messages.)This is a specialized commercial product and the lump-sum rate including erection at site is required to be ascertained from the market and analyzed separately as per Standard Data Book for Analysis of Rates.

Refer AoR if necessary

Note: The rate for the gantry mounted variable sign would be the addition of cost of gantry support system as per approved design determined at (i) above and the cost of message display board ascertained from the market at (ii) above. 8.34

Traffic Impact Attenuators at Abutments and Piers A

With Scrap Tyres (Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the other and tied with 20 mm wire rope as per approved design and drawings.)

sqm

3208.07

B

Using Plastic/Steel Barrel, Filled with Sand (Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and tied with20 mm steel wire rope as per approved design and drawings)

sqm

615.31

C

With HI - DRO cell Sandwich (Patented) (Providing and installing a patented HI-DRO cell system as a traffic impact attenuators, using plastic tubes 50cm dia, 1.2m in height, 25mm opening at the top, placed in three rows, filled with water and tied down with a 20mm steel wire rope)

sqm

6835.30

103

8.35

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)

each

834.32

8.36

Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873)

each

292.41

8.37

Roadside Amenities Rest Areas (Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls, shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth, including electricity, toilet and sewerage system.) Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a particular zone. Area is required to be assessed for specific location as per actual site conditions.

A

8.38

Refer AoR if necessary

B

Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles (Pricing of parking areas may be done for the quantities of various items based on the approved dimensions and pavement design for a particular terrain and soil. Rates for items may be from respective chapters.

Refer AoR if necessary

C

Lawn (Providing a lawn planted with grass and its maintenance) Pricing of lawn may be done as per rates given in chapter-11 for the quantities as per approved dimensions in the drawings.

Refer AoR if necessary

Rumble Strips (Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint.) The rate per sqm of premix carpet and road road marking may be adopted from chapter 5 & 8 respectively for the quantities calculated from the approved drawings.

Refer AoR if necessary

104

8.39

Policeman Umbrella (Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI sheets, all steel parts to be given 2 coats of paint) To be worked out separately as per Standard Data Book for Analysis of Rates.

Refer AoR if necessary

8.40

High Mast Pole Lighting at Interchanges and Flyovers (Providing and erecting a high mast pole lighting with 30 m high hot dip galvanized mast designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working load of 750 kg and high powered electrically driven power tools for raising and lowering of lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved design and drawings.

Refer AoR if necessary

This is a specialized work and is generally done by firms who specialize in such jobs. The detailed designs and estimates are submitted by the firms along with their tender for checks by the Department. The cost of this work is required to be worked out based on approved design, drawings and estimate of the lowest tender. A separate contract for this work is concluded as the contractors for road and bridge works generally do not (undertake such jobs.) 8.41

Toll Plaza (The construction, operation and maintenance of Toll Plaza can be broken into separate items of work based on the approved design and drawings.

Refer AoR if necessary

The quantities required may be calculated from the approved design and drawing and their rates adopted from respective chapters of this SOR. 8.42

Safety Devices and signs in Construction Zones The rate of necessary traffic signs already worked out in this chapter may be adopted.

105

Refer AoR if necessary

8.43

Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 )

8.44

Permanent Type Barricade in Construction Zone

each

2675.32

A

With Steel Components (Construction of a permanent type barricade made of steel components, 1.5 m high from road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle iron vertical support, painted with yellow and white strips, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )

each

4271.91

B

With Wooden Components (Construction of a permanent type barricade made of wooden components, 1.5 m high from road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle of450, complete as per IRC:SP:55-2001 )

each

3430.35

C

With Bricks (Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and white strips)

each

18002.84

8.45

Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001)

each

388.30

8.46

Flagman (Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600 mm securely fastened to a staff 1 m in length for guiding the traffic)

each

385.12

cum

3796.04

9 9.1

PIPE CULVERTS PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

106

9.2

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) A

1000 mm dia

metre

7509.82

B

1200 mm dia

metre

9802.91

metre metre

15165.79 19762.43

metre metre

5399.36 7907.29

cum

118.60

sqm

46.77

9.3

Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) A B

9.4

Laying Reinforced Cement Concrete Pipe NP 3 /prestressed concrete pipe on first class bedding in single row. (Laying Reinforced cement concrete pipe NP3 /prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets) A B

10 10.1

10.2

1000 mm dia 1200 mm dia

1000 mm dia 1200 mm dia

MAINTENANCE OF ROADS Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) 107

10.3

Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)

sqm

14.50

10.4

Filling Pot- holes and Patch Repairs with open graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2)

sqm

162.60

10.5

Filling Pot- holes and Patch Repairs with Bituminous concrete, 40mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) sqm sqm

395.83 437.17

(i) (ii)

for grading I Material for grading II Material

10.6

Crack Filling (Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm.)

metre

4.58

10.7

Dusting (Applying crusher dust to areas of road where bleeding of excess bitumen has occurred.)

sqm

1.30

A

Fog Seal (ref item 5.17)

sqm

54.00

B (i)

Crack Prevention courses. (ref item 5.21) Stress Absorbing Membrane (SAM) crack width less than 6 mm

sqm

76.00

(ii)

Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm

sqm

87.00

(iii)

Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 %

sqm

115.00

(iv) C

Bitumen Impregnated Geotextile Slurry Seal (ref item 5.15)

sqm

389.00

10.8

108

(i) (ii) (iii) D (i) (ii)

5 mm thickness 3 mm thickness 1.5 mm thickness Surface Dressing for maintenance works. (ref item 5.9) 19 mm nominal chipping size 13 mm nominal size chipping

sqm sqm sqm

84.00 59.00 36.00

sqm sqm

96.00 81.00

10.9

Repair of joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete)

metre

690.72

10.10

Repair of old Joints Sealant (Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material)

metre

112.81

10.11

Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)

metre

25.98

10.12

Land Slide Clearance in soil (Clearance of landslides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side)

cum

31.86

10.13

Land slide Clearance in Hard Rock Requiring Blasting (Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of the same on the valley side.)

cum

123.57

10.14

Snow Clearance on Roads with Dozer (Snow clearance from road surface by a bull- dozer 165 Hp and disposing it on the valley side)

cum

5.28

10.15

Snow Clearance on Roads with Snow Blowers (Snow clearance from road surface by a snow blower and disposing on the valley side.)

cum

1.84

10.16

Providing and constructing temporary restoration work with form of a pala-siding with empty bags filled with approved quality earth/sand/moorum/gravel etc. including stitching the bags with jute string and placing the filled up bags in popuslope to withstand the road structure temporarily from sliding down.

cum

547.42

cum

16.39

11 11.1

HORTICULTURE Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately)) 109

11.2

Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) (i) (ii)

In rows 15 cm apart in either direction In rows 7.5 cm apart in either direction

sqm sqm

20.31 36.44

11.3

Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm)

Refer AoR if necessary

11.4

Maintenance of Lawns or Turfing of Slopes (Maintenance of lawns or Turfing of slopes (rough grassing) for a period of one year including watering etc)

sqm

294.64

11.5

Turfing Lawns with Fine Grassing including Ploughing, Dressing (Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of0.6 cum per 100 sqm)

sqm

0.00

11.6

Maintenance of Lawns with Fine Grassing for the First Year

sqm

238.96

11.7

A

B 11.8

A B

11.9

Planting Permanent Hedges including Digging of Trenches (Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart) Maintenance of Hedge for one year

Refer AoR if necessary

Planting Flowering Plants and Shrubs in Central Verge Maintenance of Flowering Plants and Shrubs in Central Verge for one Year

Refer AoR if necessary

Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year) 110

Refer AoR if necessary

Refer AoR if necessary

Refer AoR if necessary

11.10

Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil (Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure)

Refer AoR if necessary

11.11

Supply at Site Well Decayed Farm Yard Manure (Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking)

Refer AoR if necessary

11.12

Supply at Site of Work/ Store - Deoiled Neem Cake (Supply at site of work/ store- deoiled neem cake duly packed in used gunny bags)

Refer AoR if necessary

11.13

Supplying Sludge (Supplying sludge duly stacked at site/ store)

Refer AoR if necessary

11.14

Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground (Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height 1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses being in dry honey comb masonry, as per design complete)

each

2244.76

11.15

Edging with 2nd class Bricks, (Edging with 2nd class bricks, including excavation, refilling, a hand packing and spreading within a lead of 50 metres)

laid dry lengthwise laid dry lengthwise, consolidation, with nearly surplus earth

Metre

46.47

11.16

Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum (Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect)

each

1768.00

111

11.17

Making Tree Guard 53 cm dia and 2 metres high as per design from empty bitumen drums (Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, (supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects)

each

3912.00

11.18

Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles, 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)

quintal

7420.00

11.19

Tree Guard with MS Iron (Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.)

each tree guard

1863.00

11.20

Tree Guard with MS Angle Iron and Steel Wire (Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as per design in two halves bolted together)

each tree guard

2759.00

cum cum cum

94.61 121.64 162.18

12

FOUNDATIONS FOR BRIDGES Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

12.1

I A (i) (ii) (iii)

Ordinary soil Manual Means upto 3 m depth 3 m to 6 m depth Above 6 m depth

112

B (i) (ii) (iii)

Mechanical Means Depth upto 3 m Depth 3 m to 6 m Depth above 6m

II

Ordinary rock (not requiring blasting)

cum cum cum

32.39 37.01 46.18

Depth upto 3 m

cum

135.15

B

Mechanical Means

cum

40.18

A

Hard rock ( requiring blasting ) Manual Means

cum

386.95

A (i)

III

IV

Manual Means

Hard rock ( blasting prohibited )

A

Mechanical Means

cum

402.90

A

Marshy soil (upto 3 m depth) Manual means

cum

391.15

B

Mechanical Means

cum

103.72

Back Filling in Marshy Foundation Pits Filling Annular Space Around Footing in Rock (Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13.4.)

cum

286.03

12.3

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

cum

692.33

12.4

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

cum

4215.65

12.5

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications

cum

6867.05

A

Cement mortar 1:3 (1cement :3 sand)

cum

4363.00

B C D

Cement mortar 1:2 (1cement :2 sand) Cement mortar 1:4 (1cement :4 sand) Cement mortar 1:6 (1cement :6 sand)

cum cum cum

5492.00 3582.00 2861.00

V

VI 12.2

12.6

12.7

Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification 113

(a) (b) 12.8

F

G

H

Square Rubble Coursed rubble masonry( first sort ) Random Rubble Masonry

cum cum

3510.71 3518.66

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications A B C

PCC Grade M15 PCC Grade M20 RCC Grade M20

cum cum

4654.49 5364.33

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5509.02 30782.92

D

PCC Grade M25

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5889.77 31106.98

E Case I: Case II:

RCC Grade M25 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum

6040.60

cum

31253.75

F Case I: Case II:

PCC Grade M30 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5933.82 31084.59

G Case I: Case II:

RCC Grade M30 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6058.40 31212.41

H Case I: Case II:

RCC Grade M35 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6177.23 31209.72

each

68714.85

12.9

A

Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. Assuming depth of water 1.0 m and height of island to be 1.25m.

B

Assuming depth of water 4.0 m and height of island 4.5 m.

each

471215.21

C

Providing and constructing one span service road to reach island location from one pier location to

metre

2145.06

114

another pier location Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification

12.10

12.11

A (i) Case I: Case II:

Well curb RCC M20 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(ii)

RCC M25 Grade

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(iii) Case I: Case II:

RCC M35 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

B (I) (ii) (iii) Case I: Case II:

Well steining PCC M15 Grade PCC M20 Grade RCC M20 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(iv) Case I: Case II:

PCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(v) Case I: Case II:

RCC M25 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump PCC M30 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(vi) Case I: Case II:

(vii)

RCC M30 Grade 115

tonne

86039.87

cum cum

6357.15 35518.95

cum cum

6987.51 36421.65

cum cum

7197.12 36645.03

cum cum

4924.18 5674.52

cum cum

5827.39 32559.04

cum cum

6245.33 32981.19

cum cum

6405.22 33386.51

cum cum

6307.04 33037.29

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(viii) Case I: Case II:

RCC M35 Grade Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(ix) C (i) Case I: Case II:

RCC M40 Grade Bottom Plug PCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(ii)

PCC Grade M25

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

(iii) Case I: Case II:

cum cum

6438.88 33173.33

cum cum

6597.36 33591.28

33678.13

cum cum

6250.33 30240.56

cum cum

6568.60 30555.55

PCC Grade M30 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6627.68 30617.91

(iv) Case I: Case II:

PCC Grade M35 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6765.53 30752.47

D (i)

Intermediate plug Grade M20 PCC

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5984.85 29988.00

(ii) Case I:

Grade M25 PCC Using concrete mixer

cum

6288.30

Case II:

With Batching Plant, Transit Mixer and Concrete Pump

cum

30287.63

(iii) Case I: Case II:

Grade M30 PCC Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6344.40 30347.55

E (i)

Top plug Grade M15 PCC 116

Case I: (ii) Case I: (iii) Case I: Case II:

Using concrete mixer Grade M20 PCC Using concrete mixer Grade M25 PCC Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum

4476.53

cum

5158.65

cum cum

5677.58 29982.90

(iv) Case I: Case II:

Grade M30 PCC Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5733.68 30033.90

F (i)

Well cap RCC Grade M20

Case I: Case II:

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5450.51 30722.78

(ii) Case I: Case II:

RCC Grade M25 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6040.60 31255.37

(iii) Case I: Case II:

RCC Grade M30 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum

6058.40

cum

31211.60

(iv)

RCC Grade M35 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6177.23 31209.72

Case II:

(v)

RCC M40 Grade Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

cum

31583.27

A

Sandy soil

(i) (ii)

Depth below bed level upto 3.0 M Beyond 3m upto 10m depth

metre metre

5553.90 8064.38

(iii)

Beyond 10m upto 20m

12.12

117

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour .

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour .

metre

56964.00

B (i) (ii) (iii)

Clayey soil ( 6m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

8056.41 17585.44

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

23224.00

b) (iv)

Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre

24386.00

a)

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

43562.00

b)

Add 5% of cost for dewatering of the cost, required

if

metre

57175.00

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

54452.00

(v)

Beyond 30m upto 40 m

a)

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

103496.00

b)

Add 5% of cost for dewatering, if required

metre

130405.00

c)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre

124196.00

C (i)

Soft rock (6m dia well ) Depth of soft rock strata upto 3m

metre

21051.52

D (i)

Hard rock (6m dia well ) Depth of soft rock strata upto 3m

metre

22818.25

118

metre

10651.00

metre

19979.00 23975.00

47470.00

Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.13

A (i) (ii) (iii)

Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour) .

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

B (I) (ii) (iii)

Clayey soil ( 7m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

a)

metre metre

17250.76 11696.85

metre

15448.00

metre

28975.00

metre

34770.00

metre

68839.00

metre

82607.00

metre metre

11696.85 16949.85

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

22385.00

b) (iv) a)

Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

23505.00

metre

41990.00

b)

Add 5% of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

55112.00

metre

52488.00

c) (v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

99764.00

b)

Add 5% of cost for dewatering, if required

metre

125703.00

119

c)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

C (i) D (i)

Soft rock ( 7m dia well ) Depth of soft rock strata upto 3m Hard rock ( 7m dia well ) Depth upto 3 m

119717.00

metre

18973.06

metre

25568.67

metre metre

10574.85 13100.63

metre

17302.00

metre

32456.00

metre

38947.00

metre

11409.00

metre

13690.00

metre metre

14290.84 18538.18

Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.14

A (i) (ii) (iii)

Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

a)

a) Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour .

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

B (i) (ii)

Clayey soil ( 8m dia. Well ) Depth upto 3.0 M Beyond 3m upto 10m depth

(iii) a)

Beyond 10 m upto 20 m Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

24483.00

b)

Add for dewatering @ 5% of cost, if required.

metre

25707.00

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

45922.00

b)

Add 5% of cost for dewatering on the cost, required

metre

60273.00

120

if

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

57403.00

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

109103.00

b)

Add 5% of cost for dewatering, if required

metre

137470.00

c)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre

130924.00

C (i) D

Soft rock ( 8m dia well ) Depth in soft rock strata upto 3m Hard rock ( 8m dia well )

metre

21078.12

(i)

Depth in hard rock strata upto 3 m

metre

25221.16

metre metre

10666.33 14405.59

metre

19025.00

metre

35686.00

metre

42824.00

metre

84786.00

metre

101743.00

metre metre

15026.83 20027.23

Sinking of 9 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.15

A (i) (ii) (iii)

Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labuor .

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

B (i) (ii) (iii)

Clayey soil ( 9m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m 121

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

26449.00

b)

Add for dewatering @ 5% of cost, if required.

metre

27772.00

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

49610.00

b)

Add 5% of cost for dewatering on the cost, required

if

metre

65113.00

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour).

metre

62013.00

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

117867.00

b)

Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre metre

148512.00 141440.00

C (i) D (i)

Soft rock ( 9m dia well ) Depth upto 3m Hard rock ( 9m dia well ) Depth of hard rock strata upto 3 m

metre

26869.10

metre

29298.59

metre metre

13001.81 15149.23

metre

20008.00

metre

37530.00

metre

45036.00

Sinking of 10 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.16

A (i) (ii)

Sandy soil Depth below bed level upto 3.0 M Beyond 3m upto 10m depth

(iii)

Beyond 10m upto 20m

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour.

(v)

Beyond 30m upto 40 m 122

a)

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

89166.00

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

metre

106999.00

B (i) (ii) (iii)

Clayey soil (10m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

16284.94 19446.94

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

25683.00

b)

Add for dewatering @ 5% of cost, if required.

metre

26967.00

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

48176.00

b)

Add 5% of cost for dewatering on the cost, required

if

metre

63231.00

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

60220.00

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

114460.00

b) c)

Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre

144219.00 137352.00

C (i) D (i)

Soft rock (10m dia well ) Depth of soft rock strata upto 3m Hard rock (10m dia well ) Depth of hard rock strata upto 3 m

metre

27484.03

metre

34967.49

metre metre

30359.02 22627.42

Sinking of 11 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.17

A (i) (ii) (iii)

Sandy soil Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

123

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

29884.00

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

56055.00

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour.

metre

67265.00

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

133177.00

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

metre

159813.00

B (i) (ii) (iii)

Clayey soil (11 m dia. Well ) Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

metre metre

27037.66 39779.06

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

52535.00

b)

Add for dewatering @ 5% of cost, if required.

metre

55162.00

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

98543.00

b)

Add 5% of cost for dewatering on the cost, if required Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

129338.00

metre

123179.00

metre

234124.00

metre metre

294996.00 280949.00

metre

61767.86

metre

79297.70

c) (v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b) c)

Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

C (i) D (i)

Soft rock (11m dia well ) Depth of soft rock strata upto 3m Hard rock (11m dia well ) Depth of hard rock upto 3 m

124

Sinking of 12 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

12.18

A (i) (ii) (iii)

Sandy soil I) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

a)

a) Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour.

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

B (i) (ii) (iii)

Clayey soil (12 m dia. Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

a)

metre metre

62033.84 68759.48

metre

90809.00

metre

170333.00

metre

204399.00

metre

404684.00

metre

485621.00

metre metre

66695.24 101954.36

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

134649.00

b) (iv)

Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre

141381.00

a)

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

252564.00

b)

Add 5% of cost for dewatering on the cost, required

if

metre

331490.00

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

315705.00

(v)

Beyond 30m upto 40 m

125

a)

Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

600056.00

b)

Add 5% of cost for dewatering, if required

metre

756070.00

c)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre

720067.00

C (i) D (i)

Soft rock (12m dia well ) Depth of soft rock strata upto 3m Hard rock (12m dia well ) Depth of hard rock strata upto 3 m

metre

146801.16

metre

185522.72

metre metre

14131.78 15190.10

metre

20062.00

metre

37630.00

metre

45156.00

metre

89405.00

metre

107286.00

metre metre

16323.83 21592.70

12.19 12.19

Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.

A (i) (ii) (iii)

Sandy soil Depth from bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10m upto 20m

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

(iv) a)

Beyond 20m upto 30 m Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement and Labour.

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

b)

Add 20% of cost for Kentledge including supports, loading arrangement, and Labour etc.

B (i) (ii) (iii)

Clayey soil (Twin D Type Well ) Depth below bed level upto 3.0 M Beyond 3m upto 10m depth Beyond 10 m upto 20 m

a)

Add 5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

28517.00

b) (iv)

Add for dewatering @ 5% of cost, if required. Beyond 20m upto 30 m

metre

29943.00

126

a)

Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

53490.00

b)

Add 5% of cost for dewatering on the cost, required

if

metre

70206.00

c)

Add 25% of cost for Kentledge including supports, loading arrangement and Labour ).

metre

66863.00

(v) a)

Beyond 30m upto 40 m Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter

metre

127083.00

b) c)

Add 5% of cost for dewatering, if required Add 20% of cost for Kentledge including supports, loading arrangement and Labour).

metre metre

160125.00 152500.00

C

Soft rock (Twin D Type well )

(i) D (i)

Depth of soft rock strata upto 3m Hard rock (Twin D Type well ) Depth of hard rock strata upto 3 m

metre

31814.56

metre

38213.09

12.20

Pneumatic sinking of wells with equipment of approved design, drawing and specifications worked by competent and trained personnel and comprising of compression and decompression chambers, reducers, two air locks separately for men and plant & materials, arrangement for supply of fresh air to working chambers, check valves, exhaust valves, shafts made from steel plates of riveted construction not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting of hard rock where required, staircases and 1 m wide landing plate forms with railing, arrangement for compression and decompression, electric lighting of 50 V maximum, proper rooms for rest and medical examinations and compliance with safety precautions as per IS:4138, all as per clause1207.6 of MoRTH Specifications.

12.21

Sand filling in wells complete as per drawing and technical specifications

cum

692.33

12.22

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

tonne

75212.42

12.23

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-750 mm)

metre

30675.29

127

12.24

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)

metre

53375.66

12.25

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)

metre

70086.60

12.26

Driven cast-in-place vertical M35 grade RCC. pile excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 750 mm)

metre

15754.87

12.27

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1000 mm)

metre

27141.22

12.28

Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm)

metre

39230.73

12.29

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=500 mm)

metre

7317.36

12.30

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=750 mm)

metre

15376.67

12.31

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile Diameter=1000 mm)

metre

26904.27

12.32

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm)

metre

3878.23

12.33

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 500 mm x 500 mm)

metre

9069.09

128

12.34

Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Size of pile - 750 mm x 750 mm)

metre

19334.68

12.35

Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile H Section steel column 400 x 250 mm (ISHB Series) ) Driven vertical steel piles complete as per drawing and & Technical Specification (Section of the pile H Section steel column 450 x 250 mm (ISHB Series)

metre

5412.64

metre

6105.10

12.36

13

12.37

Pile load test on single vertical pile in accordance with IS:2911 Part-IV) Although this item is incidental to work and is not required to be included ib BOQ of contract, the same is required to be added in the estimate to assess cost of work.

12.38

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification A Case I Case II

RCC Grade M20 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

5465.93 30757.39

B Case I Case II

RCC Grade M25 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6031.57 31322.37

C Case I Case II

RCC Grade M30 Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6103.09 31394.55

D

RCC Grade M35

Case I Case II

Using concrete mixer With Batching Plant, Transit Mixer and Concrete Pump

cum cum

6252.63 31543.42

12.39 12.40

Leveling course for Pile cap Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

cum tonne

4456.98 70269.59

12.41

Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification

tonne

70691.10

SUB-STRUCTURE FOR BRIDGES 129

13.1

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications

cum

6981.75

13.2

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications

sqm

50.09

13.3

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

sqm

113.51

13.4

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications cum cum cum

3587.58 3674.74 4482.52

cum

4924.18

cum

5674.52

cum

6245.33

cum

32981.19

cum

6472.43

cum

34180.51

cum cum

6756.31 35679.65

cum cum

6307.04 33037.29

A B C 13.5

Random Rubble Masonry Coursed rubble masonry (first sort ) Ashlar masonry ( first sort ) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

A (p)

PCC Grade M15 Height upto 5m

B (p) C

PCC Grade M20 Height upto 5m PCC Grade M25

(p) Case I Case II

Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q) Case I

Height 5m to 10m Using concrete Mixer

Case II

With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

D

PCC Grade M30

(p) Case I Case II

Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q)

Height 5m to 10m 130

Case I Case II

Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

E (p) Case I Case II

RCC Grade M20 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q) Case I Case II

Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

F (p) Case I Case II

RCC Grade M25 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q) Case I

Height 5m to 10m Using concrete Mixer

Case II

With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

G (p) Case I Case II

RCC Grade M30 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q)

Height 5m to 10m 131

cum cum

6536.40 34238.65

cum cum

6823.08 35740.34

cum cum

5827.39 32559.04

cum

6039.29

cum

33743.00

cum cum

6304.17 35222.96

cum cum

6405.22 33386.51

cum

6614.85

cum

34479.17

cum cum

6929.29 36118.14

cum cum

6438.88 33173.33

Case I Case II

Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

H (p) Case I Case II

RCC Grade M35 Height upto 5m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(q) Case I Case II

Height 5m to 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

(r) Case I Case II

Height above 10m Using concrete Mixer With Batching Plant, Transit Mixer and Concrete Pump

13.6

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification

13.7

13.8

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

13.9

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A B

Granular material Sandy material

132

cum cum

6620.35 34108.23

cum cum

6877.90 35435.16

cum cum

6597.36 33591.28

cum

6741.31

cum

34324.17

cum cum

6957.22 35423.53

tonne

69557.05

tonne

70091.85

each

1110.40

cum cum

937.00 860.88

13.10

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

13.11

Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Refer AoR

13.12

Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Refer AoR

13.13

Supplying, fitting and fixing in position true to line and level 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) and clause 2004 of MoRTH Specifications.

Refer AoR

13.14

Supplying, fitting and fixing in position true to line cubic and level elastomeric bearing conforming to IRC: 83 centimetre (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

14 14.1

cum

836.91

1.16

14.1

SUPER-STRUCTURE FOR BRIDGES Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification

A

RCC Grade M20

Case I (i)

Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c)

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

6289.12 6551.16 6813.21

(ii) (p)

For T-beam & slab, 25-35% of (a+b+c) Height upto 5m

cum

6551.16

(q)

Height 5m to 10m

cum

6813.21

133

(r)

Height above 10m

cum

7075.26

Case II

Using Batching Plant, Transit Mixer and Concrete Pump

(i) (p) (q) (r) (ii) (p) (q) (r)

For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

35449.37 36926.43 38403.49

cum cum cum

36926.43 38403.49 39880.54

B

RCC Grade M25

Case I (i) (p) (q) (r)

Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

6941.71 7230.95 7520.19

(ii) (p) (q) (r)

For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7230.95 7520.19 7809.43

Case II (i) (p) (q) (r)

Using Batching Plant, Transit Mixer and Concrete Pump For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

36109.62 37614.19 39118.75

(ii) (p) (q) (r) C

For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m RCC Grade M 30

cum cum cum

38056.71 39118.75 40623.32

Case I (i) (p) (q) (r)

Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7045.85 7339.43 7633.01

(ii) (p)

For T-beam & slab, 25-35% of (a+b+c) Height upto 5m

cum

7339.43

134

(q) (r)

Height 5m to 10m Height above 10m

cum cum

7633.01 7926.59

Case II

Using Batching Plant, Transit Mixer and Concrete Pump

(i) (p) (q) (r)

For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

36193.13 37701.18 39209.23

(ii) (p) (q) (r)

For T-beam & slab, 25-35% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

37701.18 39209.23 40717.27

D

RCC/PSC Grade M35

Case I (i) (p) (q) (r)

Using Concrete Mixer For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7098.13 7398.90 7699.67

(ii) (p) (q) (r)

For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7398.90 7699.67 8000.44

(iii)

For box girder and balanced cantilever, 38-58% of cost of concrete.

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

8301.20 8902.74 9504.28

Case II

Using Batching Plant, Transit Mixer and Concrete Pump

(i) (p) (q) (r)

For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

35757.49 37272.64 38787.78

(ii) (p) (q) (r)

For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

37272.64 38787.78 40302.93

135

(iii)

For box girder and balanced cantilever, 38-58% of cost of concrete.

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

41818.08 44848.38 47878.67

E Case I (i) (p) (q) (r)

PSC Grade M-40 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7635.52 7953.66 8271.81

(ii)

For T-beam & slab, 25-35% of (a+b+c)

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

7953.66 8271.81 8589.96

Case II

Using Batching Plant, Transit Mixer and Concrete Pump

(i) (p) (q) (r)

For solid slab super-structure, 18-28% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

36135.28 37666.44 39197.59

(ii) (p) (q) (r)

For T-beam & slab, 23-33% of (a+b+c) Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

37666.44 39197.59 40728.75

(iii)

For box girder and balanced cantilever, 38-58% of cost of concrete.

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

42259.91 45322.22 48384.53

F

PSC Grade M-45

(i)

For solid slab/voided slab super-structure, 16-26% of cost of concrete (a+b+c)

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

35926.32 37474.86 39023.41

(ii)

For I-beam & slab including launching of precast girders by launching truss upto 40 m span, 21-31% of cost of concrete. 136

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

37474.86 39023.41 40571.96

(iii)

For cast-in-situ box girder, segmental construction and balanced cantilever, 36-56% of cost of concrete.

(p) (q) (r) G

Height upto 5m Height 5m to 10m Height above 10m PSC Grade M-50

cum cum cum

42120.51 45217.60 48314.70

(i)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% of cost of concrete

(p) (q) (r) H

Height upto 5m Height 5m to 10m Height above 10m PSC Grade M- 55

cum cum cum

42146.21 45268.15 48390.10

(i)

For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55% of cost of concrete

(p) (q) (r)

Height upto 5m Height 5m to 10m Height above 10m

cum cum cum

42671.70 45832.56 48993.43

14.2

a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

tonne

70538.80

14.3

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications

tonne

167983.16

14.4

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

cum

35490.12

137

14.5

Mastic Asphalt (Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)

sqm

405.70

14.6

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

metre

4175.88

14.7

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

metre

4158.34

14.8

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification

metre

3286.29

14.9

Drainage Spouts complete as per drawing and Technical specification

metre

1151.19

14.10

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification

cum

4529.00

14.11

Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification

cum

34287.69

14.12

Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy Coating (FBEC) (To be taken as per the prevailing market rates.)

tonne

14.13

Precast – pre-tensioned Girders (Providing, precasting, transportation and placing in position precast pre-tensioned concrete girders as per drawing and technical specifications)

cum

138

26469.66

14.14

Providing and fixing Helical pipes in voided concrete slabs

metre

43916.42

14.15

Crash Barriers (The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash barrier with metal beam and flexible crash barrier with wire ropes have been made and included in chapter-8 on Traffic and Transportation.)

14.16

Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

metre

47.72

14.17

Burried Joint (Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with 12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, all as specified in clause 2604.)

metre

1416.22

14.18

Filler joint Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

metre

5693.62

(i)

(ii)

Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

metre

228.16

(iii)

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

metre

160.23

(iv)

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

metre

20.04

139

14.19

Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.)

metre

1194.96

14.20

Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.)

metre

11549.69

14.21

Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.)

metre

3505.88

14.22

Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.)

metre

12682.15

14.23

Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

metre

14885.18

140

Modular Strip / Box Seal Joint (Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140mm and upto 210mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

14.24

15

RIVER TRAINING WORKS 15.1

A

AND

metre

29224.44

cum

799.43

PROTECTION

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder laid dry without wire crates.

15.2

Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing less not less than 40 kgs each.

cum

1838.22

15.3

Cement concrete blocks (size 0.5 x 0.5 x 0.5 m) (Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per IRC: 21-2000.

cum

4803.00

15.4

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15

cum cum

799.43 4803.00

15.5

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

cum

965.81

15.6

Geotextile Filter (Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

sqm

292.10

A B

141

15.7

Toe protection (A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement concrete block have been used for pitching . Rates for toe wall can be adopted from respective clauses depending upon approved design. The rate for excavation for foundation, dry rubble masonry and PCC M-15 have been analyzed and given in respective chapters.

15.8

Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. A B

15.9 15.10

A B 15.11

15.12

16

Rubble stone laid in cement mortar 1:3 Cement Concrete blocks Grade M15

cum cum

4083.70 6326.00

Dry rubble Flooring Curtain wall complete as per drawing and Technical specification

cum

1077.12

Stone masonry in cement mortar (1:3) Cement concrete Grade M15 Flexible Apron : Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

cum cum cum

3552.00 4709.00 837.04

Gabian Structure (Providing and construction of a gabain structure with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire

cum

1786.11

sqm

102.51

REPAIR BRIDGES 16.1

Refer AoR if necessary

AND

REHABILITATION

OF

Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m(Thickness 75 mm)

142

16.2

Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000m.

sqm

77.48

16.3

Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification

sqm

1023.09

16.4

Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

each

164.11

16.5

Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification . Cement Grout Cement mortar (1:1) Grouting

kg kg

77.64 149.88

Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

sqm

8807.63

kg

741.81

16.8

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification

sqm

658.48

16.9

Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

sqm

421.03

16.10

Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete

sqm

418.09

16.11

Eproxy bonding of new concrete to old concrete

sqm

850.61

A B 16.6

16.7

143

16.12

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification

tonne

452230.02

16.13

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification

tonne

406219.92

16.14

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification

tonne

368812.13

16.15

Replacement of Expansion Joints complete as per drawings

metre

12315.90

16.16

Replacement of damaged concrete railing.

metre

194.56

16.17

Replacement of crash barrier.

metre

340.31

16.18 16.19

Replacement of damaged mild steel railing Repair of crash barrier (Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concrete after erection of proper form work.)

metre metre

165.41 880.76

16.20

Repair of RCC Railing (Carrying out repair of RCC M30 railing to bring it to the original shape.)

metre

345.36

16.21

Repair of steel Railing (Repair of steel railing to bring it to the original shape)

metre

307.96

144

THEORETICAL CONSUMPTION OF MATERIALS CHAPTER - 4 Description 4.1 A

Unit

Quantity

cum cum cum

0.640 0.253 0.384

cum cum cum

0.448 0.320 0.512

Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent OR 145

For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent B

cum cum cum

0.448 0.160 0.672

cum cum cum

0.640 0.253 0.384

cum cum cum

0.448 0.320 0.512

cum cum cum

0.448 0.160 0.672

cum cum cum

0.448 0.576 0.256

cum cum

0.960 0.320

cum

0.850

By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 Close graded Granular sub-base Material as per table 400-1 For Grading-I Material 53 mm to 9.5 mm @ 50 per cent 9.5 mm to 2.36 mm @ 20 per cent 2.36 mm below @ 30 per cent OR For Grading-II Material 26.5 mm to 9.5 mm @ 35 per cent 9.5 mm to 2.36 mm @ 25 per cent 2.36 mm below @ 40 per cent OR For Grading-III Material 9.5 mm to 4.75 mm @ 35 per cent 4.75 mm to 2.36 mm @ 12.5 per cent 2.36 mm below @ 52.5 per cent

4.2

Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. For coarse graded Granular sub-base Materials per table 400-2 For grading-I Material 53 mm to 26.5 mm @ 35 per cent 26.5 mm to 4.75 mm @ 45 per cent 2.36 mm below @ 20 per cent (Coarse Sand) OR For Grading-II Material 26.5 mm to 4.75 mm @ 75 per cent 2.36 mm below @ 25 per cent OR For Grading-III Material 9.5 mm to 4.75 mm @ 66 per cent 146

2.36 mm below @ 34 per cent 4.3

A B

4.4

4.5

4.6

cum

0.430

Tonne/ cum

0.053

Tonne/ cum

0.053

Lime Treated Soil for Sub- Base Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve at least 98 per cent of the max dry density to form a layer of sub base. Lime at site

Tonne/ cum

0.053

Cement Treated Soil Sub Base/ Base Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base. Cement at site

Tonne/ cum

0.070

Tonne/ cum

0.080

cum cum cum

0.704 0.256 0.320

cum cum

0.416 0.064

Lime Stabilization for Improving Sub-grade Laying and spreading available soil in the sub-grade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 3 per cent slaked lime having minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to the desired density to form a layer of improved sub grade By Mechanical Means Lime at site By Manual Means Lime at site

Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base. Cement at site @ 4 per cent by weight of crushed aggregate (600 tonne) Grading of material for sub-base course 37.5 mm to 9.5 mm @ 55 per cent 9.5 mm to 4.75 mm @ 20 per cent 4.75 mm to 75 micron @ 25 per cent Grading of material for Base course 37.5 mm to 9.5 mm @ 32.5 per cent 9.5 mm to 4.75 mm @ 5 per cent 147

4.75 mm to 75 micron @ 62.5 per cent 4.8

cum

0.800

cum

1.20

cum

1.21

cum

0.27

cum

0.30

Binding Material @ 0.08cum per 10 sqm for grading I material

cum

0.08

Grading-II Aggregate Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type A 13.2 mm for grading-II@ 0.20 cum per 10 sqm OR

cum

1.21

cum

0.267

cum

0.293

cum

0.24

cum KL

0.08 0.40

Inverted Choke Construction of inverted choke by providing, laying, spreading and compacting screening B type/ coarse sand of specified grade in uniform layer on a prepared surface with motor grader and compacting with power roller etc Screening type 'B' or coarse sand

4.9

A (i)

Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means Grading-I Aggregate Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted thickness of 100 mm Stone Screening Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm Binding material

(ii)

Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material (iii)

Cost of water Grading-III Aggregate

148

Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm

cum

1.21

cum

0.24

cum

0.293

cum

0.08

cum

1.21

cum

0.27

cum

0.30

cum

0.08

cum

1.21

cum

0.253

cum

0.293

cum

0.24

cum

0.08

cum

1.21

Stone Screening Type B 11.2 mm for grading-III @ 0.18 cum per 10 sqm OR Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material B (i)

By Mechanical Means: Grading-I Aggregate Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted thickness of 100 mm Stone Screening Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm OR Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm Binding material Binding Material @ 0.08cum per 10 sqm for grading I material

(ii)

Grading-II Aggregate Grading-II 63 mm to 45 mm /Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm Stone Screening Type A 13.2 mm for grading-II@ 0.12 cum per 10 sqm OR Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm OR Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material

(iii)

Grading-III Aggregate Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm 149

Stone Screening Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm

cum

0.24

cum

0.293

cum

0.08

Penetration Coat Over Top Layer of Crushed Cement Concrete Base Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause 506.3.8 Crushed stone aggregate 11.2 mm size Bitumen (60-70 grade)

Cum/ sqm kg

0.013 0.033

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. 45 mm to 22.4 mm@ 30 per cent 22.4 mm to 2.36 mm @ 40 per cent 2.36 mm to 75 micron@ 30 per cent

cum cum cum

0.396 0.528 0.396

Cum / sqm Cum / sqm

0.069

OR Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm Binding material Binding Material @ 0.06cum per 10 sqm for grading II material

4.11

4.12

4.16

Footpaths and Separators Construction of footpath/separator by providing a 150 mm compacted granular sub base as per clause 401 and 25 mm thick cement concrete grade M15, over laid with pre-cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel.. i) For Granular sub base material 53 mm to 26.5 mm @ 35 per cent 26.5 mm to 4.75 mm @ 45 per cent

0.089 Cum / sqm

2.36 mm below @ 20 per cent

0.040

ii) For cement concrete grade M157.5 cum Aggregate 12 mm crushed @ 0.9 cum of concrete

Cum / sqm Cum / sqm 0.023 Cum / sqm

Sand @ 0.45 cum/cum of concrete Cement iii) For cement plaster 1:3 Sand 150

Tonne/sqm

0.011 0.006

Cum / sqm

0.013

Cement iv) Pre-cast cement concrete tiles Tiles size 300 x 300 mm and 25 mm thick v) RCC pipes Pipes 200 mm dia,2.5 m long for drainage 4.17

A

B

Tonne/sqm

0.006

Each/sqm

11.00

Metre/sqm

0.075

cum cum cum

0.437 0.420 0.463

cum cum cum

0.067 0.660 0.593

cum cum cum

0.437 0.420 0.463

cum cum cum

0.067 0.660 0.593

Stone Soling (Manual & Mechanical means)

cum

0.95

Filling work Filling by supplying filling materials from outside in road works, in layers not exceeding 20cm in depth excluding carriage of materials and including consolidation of each layer by ramming, watering etc all complete. Selected earth

Cum

1.0

Crusher Run Macadam Base Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base By Mix in Place Method i) For 53 mm maximum size 63 mm to 45 mm @ 33 per cent 22.5 mm to 5.6 mm@ 32 per cent Below 5.6 mm @ 35 per cent Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent 22.4 mm to 5.6 mm@ 50 per cent Below 5.6 mm@ 45 per cent By Mixing Plant : Aggregate at site i) For 53 mm maximum size 63 mm to 45 mm @ 33 per cent 22.5 mm to 5.6 mm@ 32 per cent Below 5.6 mm @ 35 per cent Or ii) For 45 mm maximum size 45 mm to 22.5 mm@ 5 per cent 22.4 mm to 5.6 mm@ 50 per cent Below 5.6 mm@ 45 per cent Stone Soiling for road works Providing & laying hand packed stone soling of specified thickness with clean hard selected stones including hammer dressing of stone for laying as per required level and camber including packing with broken stones obtained from hammer dressing to fill the voids to give uniform surface as directed by the Engineer-in-Charge all complete but excluding carriage and consolidation using:

4.19

4.20

151

5.1

5.2

CHAPTER 5 Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means. i) Low Porosity Material Bitumen emulsion ii) Medium Porosity Material Bitumen emulsion iii) High Porosity Material Bitumen emulsion

0.60

Kg /sqm

1.10

kg Kg /sqm

1.40

Kg /sqm

0.25

Kg /sqm

0.30

Kg /sqm

0.35

Kg /sqm

0.45

Kg /sqm

0.40

Tonne/cum

0.072

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. i) Normal Bituminous Surface Material Bitumen emulsion ii) Dry and Hungry Bituminous Surface Material Bitumen emulsion iii) Granular Surface Treated with Primer Material Bitumen emulsion iv) Granular Surface Not Treated with Primer Material Bitumen emulsion v) Cement Concrete Base Material Bitumen emulsion

5.3

Kg /sqm

Bituminous Macadam Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction i) Bitumen 152

ii) Aggregate *Grading I ( 40 mm nominal size ) 37.5 - 25 mm 15 per cent 25 - 10 mm 45 per cent 10 - 5 mm 25 per cent 5 mm and below15 per cent or GradingII(19 mm nominal size) 25 - 10 mm 40 per cent 10 - 5 mm 40 per cent 5 mm and below 20 per cent 5.4

A

B

5.5

5.6

cum cum cum cum

0.212 0.637 0.354 0.212

cum cum cum

0.566 0.566 0.283

Bituminous Penetration Macadam Construction of penetration macadam over prepared Base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10 tonne capacity to achieve the desired degree of compaction 50 mm thick Bitumen Crushed stone coarse aggregate passing 45 mm and retained on 2.8 mm sieve

Kg/sqm

5.00

Cum/sqm

0.06

Key aggregates passing 22.4 mm and retained on 2.8 mm sieve

Cum/sqm

0.015

Kg/sqm

6.80

Crushed stone coarse aggregate (loose passing 63 mm and retained on 2.8 mm sieve

Cum/sqm

0.09

Key aggregates passing 26.5 mm and retained on 2.8 mm sieve

Cum/sqm

0.018

Kg/sqm

1.50

Cum/sqm Cum/sqm

0.05 0.013

75 mm thick Bitumen

Built-up-Spray Grout Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a two layer composite construction of compacted crushed coarse aggregates using motor grader for aggregates. key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a Base conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm Bitumen30 kg per 10 sqm Crushed stone coarse aggregate passing 53 mm and retained on 2.8 mm sieve Key aggregates passing 22.4 mm and retained on 2.8 mm sieve Dense Graded Bituminous Macadam

153

Providing and laying dense graded bituminous macadam with 100120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. Bitumen Aggregate Grading - I40 mm (Nominal Size) 37.5 - 25 mm 22 per cent 25 - 10 mm 13 per cent 10 -4.75 mm 19 per cent 4.75 mm and below 44 per cent Filler or Grading - II19 mm (Nominal Size) 25 - 10 mm 30 per cent 10 - 5 mm 28 per cent 5 mm and below 40 per cent Filler 5.7

Semi-Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects * Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate 13.2 - 10 mm20 per cent 10 - 5 mm 38 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates. or Grading II: 10 mm (Nominal Size) Bitumen@5 per cent of weight of mix Aggregate 9.5 - 4.75 mm@ 57 per cent 4.75 and below@ 41 per cent Filler @ 2 per cent of weight of aggregates. 154

Tonne/cum

0.098

cum cum cum cum Tonne/cum

0.324 0.191 0.280 0.648 0.044

cum cum cum Tonne/cum

0.4420 0.4120 0.5890 0.0440

Tonne/cum

0.104

cum cum cum Tonne/cum

0.294 0.558 0.588 0.044

Tonne/cum

0.1150

cum cum Tonne/cum

0.833 0.599 0.044

Using Modified Bitumen Unit = cum Material * Grading I: 13 mm (Nominal Size) i) Bitumen@ 4.5 per cent of weight of mix ii) Aggregate 13.2 - 10 mm20 per cent 10 - 5 mm 38 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates. or Grading II: 10 mm (Nominal Size) i) Bitumen@5 per cent of weight of mix ii) Aggregate 9.5 - 4.75 mm@ 57 per cent 4.75 and below@ 41 per cent Filler @ 2 per cent of weight of aggregates. 5.8

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects i) Bitumen@ 5 per cent of weight of mix ii) Aggregate Total weight of mix = 450 tonnes Weight of bitumen = 22.5 tonnes Weight of aggregate = 450 -22.50 = 427.50 tonnes Taking density of aggregate = 1.5 ton/cum Volume of aggregate = 285 cum * Grading - I-19 mm (Nominal Size) 20 - 10 mm 35 per cent 10 - 5 mm 23 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates. or Grading - II-13 mm (Nominal Size) 13.2 - 10 mm30 per cent 10 - 5 mm 25 per cent 5 mm and below43 per cent Filler @ 2 per cent of weight of aggregates. Using Modified Bitumen 155

Tonne/cum

0.104

cum cum cum Tonne/cum

0.294 0.558 0.588 0.044

Tonne/cum

0.115

cum cum Tonne/cum

0.833 0.599 0.044

Tonne/cum

0.1180

cum cum cum Tonne/cum

0.522 0.343 0.597 0.045

cum cum cum Tonne/cum

0.448 0.373 0.642 0.045

i) Bitumen@ 5 per cent of weight of mix ii) Aggregate Volume of aggregate = 285 cum * Grading - I-19 mm (Nominal Size) 20 - 10 mm 35 per cent 10 - 5 mm 23 per cent 5 mm and below 40 per cent Filler @ 2 per cent of weight of aggregates. or Grading - II-13 mm (Nominal Size) 13.2 - 10 mm30 per cent 10 - 5 mm 25 per cent 5 mm and below43 per cent Filler @ 2 per cent of weight of aggregates. 5.9

Case -1

Case - II

5.10

(i)

(ii)

(i)

Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller :-19 mm nominal chipping size Material Bitumen Crushed stone chipping,19 mm nominal size

Tonne/cum

0.118

cum cum cum Tonne/cum

0.522 0.343 0.597 0.045

cum cum cum Tonne/cum

0.448 0.373 0.642 0.045

Kg/sqm Cum/sqm

1.20 0.015

Kg/sqm Cum/sqm

1.00 0.01

Kg/sqm Cum/sqm

1.46 0.027

Kg/sqm Cum /sqm

2.150 0.027

Kg/sqm Cum/sqm

1.460 0.027

13 mm nominal size chipping Material Bitumen Crushed stone chipping,13 mm nominal size Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . Bitumen Crushed stone chipping,13.2 mm to 5.6 mm Case - II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion Cationic Bitumen Emulsion Crushed stone aggregates 13.2 mm to 5.6 mm Case - III: Mechanical method using Modified Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour . Bitumen Crushed stone chipping,13.2 mm to 5.6 mm 156

5.11 Case I

5.12

(i)

(ii)

(i)

Close Graded Premix Surfacing/Mixed Seal Surfacing Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. Type - A * Bitumen Stone crushed aggregates 11.2 mm to 0.09 or Type - B Bitumen Stone crushed aggregates 13.2 mm to 0.09 mm Using Modified Bitumen Type - A * Bitumen Stone crushed aggregates 11.2 mm to 0.09 or Type - B Bitumen Stone crushed aggregates 13.2 mm to 0.09 mm Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats Case - I : Type A Bitumen Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Bitumen Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied Using Modified Bitumen Case - I : Type A Bitumen Crushed stone chipping of 6.7 mm size defined as 100 per cent passing 11.2 mm sieve and retained on 2.36 mm sieve applied 157

Kg/sqm Cum/sqm

2.20 0.027

Kg/sqm Cum/sqm

1.90 0.027

Kg/sqm Cum/sqm

2.20 0.027

Tonne/sqm Cum/sqm

1.90 0.027

Kg/sqm

0.98

Cum/sqm

0.009

Kg/sqm

0.680

Cum/sqm

0.006

Kg/sqm

0.980

Cum/sqm

0.009

(ii)

5.14

Case - II : Type B Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Bitumen Crushed stone chipping of 6.7 mm size defined as passing 11.2 mm sieve and retained on 2.36 mm sieve applied

Kg/sqm

0.680

Cum/sqm

0.006

Mastic Asphalt Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. I) Bitumen 85/25 or 30/40

Tonne/sqm

0.006

Cum/sqm

0.011

Tonne/sqm Cum/sqm

0.010 0.016

Cum/sqm Kg/sqm

0.001 0.014

kg

1.210

cum kg

0.006 0.220

kg cum kg

0.858 0.004 0.132

ii) Fine aggregate passing 2.36mm and retained on 0.075mm sieve iii) Lime stone dust filler with calcium content not less than 80 per cent by weigh iv) Coarse aggregates 6.3 mm to 13.2 mm v) Pre-coated stone chips of 13.2 mm nominal size for skid resistance vi) Bitumen for coating of chips 5.15

(i)

Slurry Seal Providing and laying slurry seal consisting of a mixture of fine aggregates, Portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface 5 mm thickness Unit = sqm Material Residual Binde Fine aggregate 4.75 mm and below 87 per cent of total mix

(ii)

(iii)

Filler 3 mm thickness Unit = sqm Material Residual Binder Fine aggregate 3 mm and below Filler 1.5 mm thickness 158

Unit = sqm Material Residual Binder Fine aggregate 2.36 mm and below Filler

5.16

0.528 0.002 0.066

Tonne/cum Tonne/cum

0.017 0.064

cum cum cum cum

0.237 0.155 0.206 0.412

Tonne/cum

0.046

Kg/sqm

0.750

Kg/sqm Kg/sqm

3.750 0.075

Tonne/cum Tonne/cum cum

0.176 0.044 0.366

Recycling of Bituminous Pavement with Central Recycling Plant Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517. i) Bitumen Bitumen required for reclaimed mix Bitumen required for fresh mix ii) Aggregates 37.5 - 25 mm @ 23 per cent 25 - 10 mm @ 15 per cent 10- 5 mm @ 20 per cent Below 5 mm @40 per cent Filler (cement) @ 2 per cent = 5.52tonnes of 276 tonne

5.17

kg cum kg

Fog Spray Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing. Bitumen emulsion @ 0.75 kg per sqm In case it is decided by the engineer to blind the fog spray, the following may be added Crushed stone grit 3 mm size Bitumen emulsion for precoating grit

5.18

Bituminous Cold Mix ( Including Gravel Emulsion) Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.

(i)

Using bitumen emulsion and 9.5 mm or 13.2 mm size aggregate Material Bitumen emulsion Filler (lime) Aggregates size 19 to 9.5 mm 159

Aggregates size 9.5 to 6 mm Aggregates size 6 to 0.075 mm (ii)

(iv)

5.19

0.424 0.527

Tonne/cum Tonne/cum cum cum cum

0.176 0.044 0.366 0.439 0.512

Tonne/cum tonne cum cum cum

0.110 0.044 0.380 0.454 0.527

tonne tonne cum cum cum

0.110 0.044 0.366 0.439 0.556

Tonne/cum Tonne/cum cum

0.110 0.044 1.408

Kg/sqm Cum/sqm

0.90 0.01

Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate Material Bitumen emulsion Filler (lime) Aggregates size 37.5 to 19 mm Aggregates size 19 to 6 mm Aggregates size 6 to 0.075 mm

(iii)

cum cum

Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate Material Cutback bitumen Filler (lime) Aggregates size 19 to 9.5 mm Aggregates size 9.5 to 6 mm Aggregates size 6 to 0.075 mm Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate Cutback bitumen on Filler (lime) Aggregates size 37.5 to 19 mm Aggregates size 19 to 6 mm Aggregates size 6 to 0.075 mm Sand Asphalt Base Course Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and bituminous binder on a prepared subgrade or sub-base to the lines, levels, grades and cross sections as per the drawings including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing. Bitumen Filler (lime) Sand of size 4.75 to 0.075 mm

5.20

Crack Prevention Courses

(i)

Stress absorbing membrane (SAM) crack width less than 6 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Modified binder Crushed stone aggregates 5.6 mm size 160

(ii)

(iii)

(iv)

Stress absorbing membrane (SAM) with crack width 6 mm to 9 mm Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Modified binder Crushed stone chipping 11.2 mm size Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying a single coat of a stress absorbing membrane over a cracked road surface, with crack width above 9 mm and cracked area above 50 per cent after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902. Modified binder Crushed stone aggregates 11.2 mm size Case - IV : Bitumen impregnated geotextile Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface, geotextile conforming to requirements of clause 703.3, laid over a tack coat with 1.05 kg per sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of clause 703.4.5 Paving grade bitumen of 80 - 100 penetration @ 1.05 kg per sqm Geotextile including 10 per cent for overlaps

5.21

(i)

(ii)

(iii)

Recipe Cold Mix Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause 519.3 75 mm thickness Bitumen emulsion @ 45 litres per tonne Crushed stone aggregates 40 mm nominal size 40 mm thickness Bitumen emulsion @ 70 litres per tonne Crushed stone aggregates 14 mm nominal size 25 mm thickness Bitumen emulsion @ 85 litres per tonne Crushed stone aggregates 6 mm nominal size

161

Kg/sqm Cum/sqm

1.10 0.01

Kg/sqm Cum/sqm

1.50 0.012

Kg/sqm sqm

1.0510 1.1000

Tonne/cum cum

0.099 1.449

Tonne/cum cum

0.154 1.400

Tonne/cum

0.187

cum

1.317

6.1

CHAPER - 6 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 810 tonnes vibratory roller, finishing and curing. Crushed stone coarse aggregate of 25 mm and 12.5 mm nominal sizes graded as per table 600-1 @ 0.90 cum/cum of concrete conforming to clause 602.2.4. Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete Cement @ 150 kg/cum of concrete

6.2

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.4. . Sand as per IS: 383 and conforming to clause 602.2.4 @ 0.45 cum/cum of concrete Cement 43 grade @ 400 kg/cum of concrete 32 mm mild steel dowel bars of grade S 240 16 mm deformed steel tie bars of grade S 415 Separation Membrane of impermeable plastic sheeting 125 micron thick Pre-moulded Joint filler, 25 mm thick for expansion joint. Joint sealant Sealant primer Plastic sheath,1.25 mm thick for dowel bars Curing compound Super plastisizer admixture IS marked as per 9103-1999 @ 0.5 per cent by weight of cement

162

cum

0.90

cum Tonne/cum

0.45 0.15

cum

0.90

cum Tonne/cum Tonne/cum Tonne/cum

0.45 0.39 0.01

Sqm/cum

3.50

Sqm/cum Kg/cum Kg/cum Sqm/cum Liter/cum

0.02 0.83 0.11 0.04 1.76

Kg/cum

1.97

6.3

Rolled Cement Concrete Base Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing. Crushed stone coarse aggregates of 25mm and 12.5mm nominal size @ 0.90 cum/cum of concrete conforming to clause 602.2.3. Sand as per IS: 383 and conforming to clause 602.2.3 @ 0.45 cum/cum of concrete Cement @ 200 kg/cum of concrete

7.1

cum

0.90

cum Tonne/cum

0.45 0.20

Sqm / Rm Sqm / Rm Sqm / Rm

1.00 1.00 2.00

metre

1.00

Sqm /Rm

1.25

CHAPTER-7 Sub-Surface Drain with Geotextiles Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black with physical properties as given in clause 702.2.3 formed in to a stable network and a planar geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per clause 702 and approved drawings including excavation and backfilling Geonets, geomembrane and geotextile to make planar geocomposite stable network for sub surface drain including wrapping of joints with 160 mm over lapping with geotextile . Geonets Geomembrane Geotextile

7.2

Narrow Filter Sub-Surface Drain Construction of a narrow filter sub- surface drain consisting of porous or perforated pipe laid in narrow trench surrounded by a geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per clause 702.3 and 309.3.5 including excavation and backfilling Perforated geosynthetic pipe 150 mm dia Geotextile filter fabric

7.3

Laying Paving Fabric Beneath a Pavement Overlay

163

Providing and laying paving fabric with physical requirements as per table 704-2 over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface Paving Fabric Paving Bitumen 80-100

7.4

1.05

Tonne/sqm

0.001

Sqm/cum Each/cum Metre/cum cum cum

7.00 16.67 6.67 0.978 0.15

metre

1.10

metre

1.10

metre

1.10

metre

1.10

metre

1.10

sqm

1.00

Laying Boulder Apron in Crates of Synthetic Geogrids Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including excavation and backfilling with baffles at 1 metre interval, made with geogrids having characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704 and laid as per clause 2503.3 and approved design. Geo grids Connectors/ Staples Polymer braids Stones with minimum size of 200 mm Stones spall for filling voids

A

sqm

With reinforcing element of steel / Aluminum strips / polymeric strips. @ Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. 1.Galvanised carbon steel strips or 2.Copper Strips or 3.Aluminium Strips or 4.Stainless steel strips or 5.Glass reinforced polymer/fibre reinforced polymer/polymeric strips

B

With reinforcing elements of synthetic geogrids Synthetic Geogrids as per clause 3102.8 and approved design and specifications. 164

9.1

CHAPTER - 9 PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. 40mm Aggregate at site Sand at site Cement at site Cost of water

9.2

A

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site

B

Granular material passing 5.6 mm sieve for bedding 1200 mm dia Material Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding

9.3

A

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site

cum cum

0.92 0.46

Tonne/cum

0.22

KL /cum

1.20

Cum/Rm Tonne/Rm

0.01 0.004

metre Cum/Rm

1.00 0.36

Cum/Rm Tonne/Rm

0.01 0.01

metre

1.00

Cum/Rm

0.40

Cum/Rm Tonne/Rm

0.01 0.01

metre

2.00

Cum/Rm

1.00

Granular material passing 5.6 mm sieve for bedding

165

1200 mm dia B Sand at site Cum/Rm Tonne/Rm

0.01 0.01

metre

2.00

Cum/Rm

1.10

Cum/Rm Tonne/Rm metre Cum/Rm

0.0056 0.004 1.00 0.36

Cum/Rm Tonne/Rm

0.072 0.0056

metre

1.00

Cum/Rm

0.40

Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 Crushed stone aggregates nominal size 13.2mm Crushed stone aggregates nominal size 11.2mm Bitumen 80/100

Cum/sqm Cum/sqm Tonne/sqm

0.0180 0.0090 0.0015

Bitumen emulsion for tack coat including vertical sides of pot hole.

Tonne/sqm

0.0002

Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding

9.4

A

B

Laying Reinforced Cement Concrete Pipe NP3 / Prestressed Concrete Pipe on First Class Bedding in Single Row . Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . 1000 mm dia Material Sand at site Cement at site RCC pipe NP-4 /prestressed concrete pipe including collar at site Granular material passing 5.6 mm sieve for bedding 1200 mm dia Sand at site Cement at site RCC pipe NP-4/prestressed concrete pipe including collar at site Granular material passing 5-6 mm sieve for class bedding CHAPTER 10 Filling Pot-holes and Patch Repairs with open-Graded Premix surfacing, 20mm.

10.4

166

10.5

10.6

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 I) Bitumen ii) Bitumen emulsion for tack coat . iii) Aggregates Grading I - 19mm(Nominal size) 20-10mm 35 per cent 10-5 mm 23 per cent 5mm and below40 per cent or Grading-II 13mm (Nominal size) 13.2-10 mm 30 per cent 10-5 mm 25 per cent 5 mm and Below43 per cent Filler 2 per cent

Tonne/sqm Tonne/sqm

0.0046 0.0002

Cum/sqm Cum/sqm Cum/sqm

0.0204 0.0134 0.0233

Cum/sqm Cum/sqm Cum/sqm Tonne/sqm

0.0174 0.0145 0.0250 0.0018

Kg/Rm Cum/Rm

0.0660 0.00004

Cum/sqm

0.002

Kg/Rm

0.25

Kg/Rm

1.00

Crack Filling Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack are wider than 3mm. Slow-curing bitumen emulsion Stone crusher dust

10.7

Dusting Applying crusher dust to areas of road where bleeding of excess bitumen has occurred. Stone crusher dust finer than 3mm with not more than 10 per cent passing 0.075 sieve.

10.9

Repair of Joint Grooves with Epoxy Mortar Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete Epoxy primer Epoxy compound with accessories for preparing epoxy mortar

10.10

Repair of old Joints Sealant Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in concrete pavement with fresh sealant material 167

Primer Sealant 10.13

Kg/Rm Kg/Rm

0.025 0.100

Kg/cum

0.25

Each/cum

0.70

Earth Sand bags Wooden ballies 8" Dia and 9 m long Wooden ballies 2" Dia for bracing

cum Each/cum Each/cum Metre/cum

1.60 8.00 0.13 0.25

CHAPTER 14 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer Cement Coarse sand 20 mm Aggregate 10 mm Aggregate

Tonne/cum cum cum cum

0.34 0.45 0.54 0.36

Tonne/cum cum cum cum

0.34 0.45 0.54 0.36

Tonne/cum cum cum cum

0.40 0.45 0.54 0.36

Tonne/cum cum

0.40 0.45

Landslide Clearance in Hard Rock Requiring Blasting Clearing of land slide in hard rock requiring blasting for 50 per cent of the boulders and disposal of the same on the valley side. Gelatine 80 per cent @ 35 kg per 100 cum Electric Detonators @ 1 Detonator for 2 Gelatine sticks of 125 gms each

10.16

14.1 A Case I

Case II

B Case I

Case II

Providing and constructing temporary restoration work with form of a palasiding with empty bags filled with approved quality earth/sand/moorum/gravel etc. including stitching the bags with jute string and placing the filled up bags in popuslope to withstand the road structure temporarily from sliding down. Assuming span length 30 m, width of road 10m and depth of 3m

Using Batching Plant, Transit Mixer and Concrete Pump Cement Coarse sand 20 mm Aggregate 10 mm Aggregate RCC Grade M25 Using Concrete Mixer Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Using Batching Plant, Transit Mixer and Concrete Pump Cement Coarse sand 168

C Case I

Case II

D Case I

Case II

E Case 1

Case II

F

20 mm Aggregate 10 mm Aggregate RCC Grade M 30 Using Concrete Mixer Cement Coarse sand 20 mm Aggregate 10 mm Aggregate

cum cum

0.54 0.36

Tonne/cum cum cum cum

0.41 0.45 0.54 0.36

Tonne/cum cum cum cum

0.41 0.46 0.54 0.36

Tonne/cum cum cum cum

0.42 0.45 0.54 0.36

Tonne/cum cum cum cum

0.42 0.45 0.54 0.36

Tonne/cum cum cum cum Kg/cum

0.43 0.45 0.54 0.36 1.72

Tonne/cum cum cum cum Kg/cum

0.43 0.45 0.54 0.36 1.72

Tonne/cum cum cum cum

0.47 0.45 0.54 0.36

Using Batching Plant, Transit Mixer and Concrete Pump. Cement Coarse sand 20 mm Aggregate 10 mm Aggregate RCC/PSC Grade M35 Using Concrete Mixer. Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Using Batching Plant, Transit Mixer and Concrete Pump Cement Coarse sand 20 mm Aggregate 10 mm Aggregate PSC Grade M-40 Using concrete mixer. Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement Using Batching Plant, Transit Mixer and Concrete Pump Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement PSC Grade M-45 Cement Coarse sand 20 mm Aggregate 10 mm Aggregate 169

G

H

14.2

Admixture @ 0.4 per cent of cement PSC Grade M-50 Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement PSC Grade M- 55 Cement Coarse sand 20 mm Aggregate 10 mm Aggregate Admixture @ 0.4 per cent of cement

Kg/cum

1.86

Tonne/cum cum cum cum Kg/cum

0.49 0.45 0.54 0.36 1.96

Tonne/cum cum cum cum Kg/cum

0.53 0.45 0.54 0.36 2.12

Binding wire

Tonne/cum Kg

1.05 8.00

High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications H.T. Strand @ 9.42 kg/m including 2 per cent for wastage and extra length for jacking

Tonne/cum

1.03

Sheathing duct ID 66 mm along with 5 per cent extra length 40 x 1.05 = 42 m.

Metre/cum

111.41

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications HYSD bars including 5 per cent for laps and wastage

14.3

14.4

14.5

Tube anchorage set complete with bearing plate, permanent wedges etc Cement for grouting including 3 per cent wastage @ 3.00 kg/m = 3 x 1.03 x 40 = 123.60 kg (say, = 125 kg)

Each/cum

5.31

Tonne/cum

0.33

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Cement concrete M30 Grade Refer relevant item of concrete in Item 14.1 excluding formwork

cum

1.00

HYSD bar reinforcement Rate as per item No 14.2(Excluding OH & CP)

Tonne/cum

0.075

Mastic Asphalt Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, 170

pressed into surface when the temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

i) Bitumen 80/100 or 60/70 or 30/40 @ 10.2 per cent by weight of mix. 2 x 10.2/100 = 0.204

Tonne/sqm

0.003

ii) Crusher stone dust @ 31.9 per cent by weight of mix = 2 x 31.9/100 = 0.638 tonnes = 0.638/1.625 = 0.39

Cum/sqm

0.0100

Tonne/sqm

0.0100

Cum/sqm

0.0100

v) Pre-coated stone chips of 9.5 mm nominal size for skid resistance = 72.46x0.005/10 = 0.036

Cum/sqm

0.0010

vi) Bitumen for coating of chips @ 2 per cent by weight = 0.036 x 1.456 x 2/100 = 0.001048MT = 1.05kg

Kg/sqm

0.01

CHAPTER 15 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Boulder Laid Dry Without Wire Crates. Stone Stone Spalls

cum cum

0.85 0.20

Sqm/cum cum cum

3.91 0.85 0.20

cum cum

0.85 0.20

cum

1.20

iii) Lime stone dust filler with calcium carbonate content not less than 80 per cent by weight @ 17.92 per cent by weight of mix = 2 x 17.92/100 = 0.36 iv) Coarse aggregates 9.5 mm to 3.35 mm size @ 40 per cent by weight of mix = 2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55

15.1 A

15.2

Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. 4mm GI wire crates woven in mesh size of 100 mm x 100 mm. Stone Stone Spalls

15.4 A

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder Stone weighing not less than 40kg Stone spalls of minimum 25 mm size Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Graded stone aggregate of required size

171

15.6

15.9

Geotextile Filter Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. Permeable synthetic geotextile including 5 per cent for overlap and wastage

sqm

1.10

Stone Stone Spalls

cum cum

0.85 0.20

Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. Stone Stone Spalls

cum cum

0.85 0.20

Gabian Structure Providing and construction of a gabian structure with segments of wire crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire Galvanised steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. Stone boulders with least dimension of 200 mm Stone spalls of minimum size 25 mm

Sqm/cum cum cum

4.84 0.85 0.20

CHAPTER 16 Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification Cement Graded sand Wire mesh 50mm x 50mm size of 3mm wire Epoxy

Kg/sqm Cum/sqm Kg/sqm Kg/sqm

16.00 0.04 2.00 0.67

Accelerator compound for guniting @ 4 per cent of weight of cement

Kg/sqm

0.64

Dry Rubble Flooring Construction of dry rubble flooring at cross drainage works for relatively less important works.

15.11

15.12

16.3

16.4

Providing and inserting nipples with approved fixing compound 172

after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy Nipples

16.5 A B

16.6

16.8

16.9

each

1.00

kg

1.10

kg kg

0.55 0.55

Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer. Pre-packed polymer concrete based on epoxy system complete with curing compound, intiator and promoter including 5 per cent wastage.

Kg/sqm

31.50

Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. Epoxy including 10 per cent wastage

kg

1.10

Kg/sqm Kg/sqm Kg/sqm

0.25 0.22 0.20

Kg/sqm Cum/sqm Cum/sqm Kg/sqm

12.00 0.015 0.015 0.250

Litre/sqm

0.14

Kg/sqm

1.20

Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification. Cement Grout Cement Cement Mortar (1:1) Grouting Cement including 10 per cent wastage Sand including 10 per cent wastage

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification Epoxy resin-hardener mix for prime coat Epoxy mortar Epoxy resin -hardener mix for seal coat. Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. Cement Sand Coarse aggregate of size 4.75mm Quick setting compound Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for replacement of spalled concrete Acrylic polymer bonding coat pre-packed cement based polymer mortar of strength 45 Mpa at 28 days Eproxy bonding of new concrete to old concrete 173

Epoxy resin with pot life not less than 60-90 minutes and satisfying testing as per clause 2803.9

16.12

Kg/sqm

0.80

tonne Metre/Mt Kg/Mt

1.05 112.00 400.00

Each/Mt Kg/Mt

8.00 6.00

tonne

2.10

tonne Metre/Mt tonne

1.00 72.26 0.33

Each/Mt Kg/Mt

2.58 3.23

MS plates for deviator (where deviator blocks are not provided)

tonne

2.26

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification HTS strand including 5 per cent wastage and extra length for jacking

tonne

1.00

Metre/Mt tonne

72.41 0.33

Each/Mt Kg/Mt

1.29 1.51

tonne

2.16

Kg?Rm

0.80

Cum/Rm

0.30

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification HTS strand including 5 per cent wastage and extra length for jacking HDPE pipes 75mm dia including 5 per cent wastage Cement for grouting Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy MS plates for deviator (where deviator blocks are not provided)

16.13

16.14

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification HTS strand including 5 per cent wastage and extra length for jacking HDPE pipes 90mm dia including 5 per cent wastage Cement for grouting Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy

HDPE pipes 90 mm dia including 5 per cent wastage Cement for grouting Tube anchorage set complete with bearing plate, permanent wedges etc Epoxy MS plates for deviator (where deviator blocks are not provided)

16.15

Replacement of Expansion Joints complete as per drawings Epoxy for bonding new concrete to old concrete @ 0.8 kg/sqm M-30 grade cement concrete excluding OH & CP (Rate as per items 14.1 C (i) 174

16.17

16.18

Repair of Crash Barrier Repair of concrete crash barrier with cement concert of M-30 grade by cutting and trimming the damaged portion to a regular shape, cleaning the area to be repaired thoroughly, applying cement concert after erection of proper form work. M-30 grade cement concrete excluding OH & CP (Rate as per items 14.1 C (i)

Cum/rm

0.03

Repair of steel railing to bring it to the original shape Mild steel ISMC series Flat iron MS Bolt and nuts

Kg/Rm Kg/Rm Kg/Rm

2.9 1.0 0.1

175

BASIC RATES (A) Usage Rates of Plant and Machinery Sl. No.

P&M-001 P&M-002

P&M-003 P&M-004 P&M-005 P&M-006 P&M-007 P&M-008

Description of Machine

Air Compressor Batching and Mixing Plant (a) 30 cum capacity Batching and Mixing Plant (b) 15 - 20 cum capacity Bitumen Pressure Distributor Bitumen Boiler oil fired Concrete Paver Finisher with 40 HP Motor Concrete Pump of 45 & 30 cum capacity Concrete Bucket

P&M-011 P&M-012 P&M-013

Concrete Mixer (a) 0.4/0.28cum Concrete Mixer (b) 1 cum Crane (a) 80 tonnes Cranes b) 35 tonnes Cranes c) 3 tonnes

P&M-014

Dozer D - 80 - A 12

P&M-015

Dozer D - 50 - A 15

P&M-009 P&M-010

P&M-016 P&M-017 P&M-018 P&M-019 P&M-020 P&M-021 P&M-022 P&M-023 P&M-024 P&M-025

Output of Machine

Output

Unit

General Purpose

capacity in cum

170/250

hour

350.00

Concrete Mixing

cum/hour

20

hour

2235.00

Concrete Mixing

cum/hour

13

hour

1860.00

1750

hour

1250.00

1500

hour

230.00

20

hour

3000.00

33 / 22

hour

215.00

1

hour

13.00

Activity

Applying bitumen sqm/hour tack coat capacity in Bitumen Spraying litre Paving of concrete cum / hour surface Pumping of cum / hour concrete For Pouring capacity in concrete cum

Rate

Concrete Mixing

cum/hour

2.5

hour

120.00

Concrete Mixing

cum/hour

7.5

hour

150.00

hour hour hour

1800.00 1500.00 800.00

hour

3800.00

hour

2300.00

Lifting Purpose Lifting Purpose Lifting Purpose Spreading/Cutting/ Clearing Spreading/Cutting/ Clearing Applying emulsion tack coat Soil loading / Aggregate loading Generation of electric Energy Generation of electric Energy Producing GSB DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix DBM/BM/SDC/ Premix

Emulsion Pressure Distributor Front End loader 1 cum bucket capacity Generator (a) 125 KVA Generator( b) 63 KVA GSB Plant 50 cum Hotmix Plant - 120 TPH capacity Hotmix Plant - 100 TPH capacity Hotmix Plant - 60 to 90 TPH capacity Hotmix Plant - 40 to 60 TPH capacity Hydraulic Chip Surface Dressing Spreader 176

cum/hour cum/hour

300/ 150/250 200/ 120/150

sqm/hour

1750

hour

935.00

cum/hour

60 /25

hour

800.00

KVA

100

hour

690.00

KVA

50

hour

430.00

cum/hour

40

hour

1040.00

cum/hour

40

hour

27300.00

cum/hour

30

hour

20200.00

cum/hour

25

hour

16100.00

cum/hour

17

hour

12900.00

sqm/hour

1500

hour

2640.00

P&M-026 P&M-027 P&M-028 P&M-029 P&M-030 P&M-031 P&M-032 P&M-033

P&M-034

P&M-035 P&M-036 P&M-037 P&M-038 P&M-039 P&M-040 P&M-041 P&M-042 P&M-043 P&M-044 P&M-045 P&M-046

P&M-047

P&M-048

P&M-049

Soil Ordinary/ Soil Hydraulic Excavator Marshy/ Soil of 1 cum bucket Unsuitable Integrated Stone Crushing of Spalls Crusher 100THP Integrated Stone Crushing of Spalls Crusher 200THP Kerb Casting Machine Kerb Making Mastic Wearing Mastic Cooker coat Mechanical Broom Surface Cleaning Hydraulic Clearing Motor Grader 3.35 m /Spreading /GSB blade /WBM Mobile slurry seal Mixing and laying equipment slurry seal Paver Finisher Hydrostatic with Paving of DBM/ sensor control 100 BM/SDC/ Premix TPH Paver Finisher Paving of WMM Mechanical 100 TPH /Paving of DLC 0.75 m dia to 1.2 Piling Rig with m dia Boring Bantonite Pump attachment Rolling of Asphalt Pneumatic Road Roller Surface Pneumatic Sinking Pneumatic Sinking Plant of wells Pot Hole Repair Repair of potholes Machine Prestressing Jack with Stressing of steel Pump & access wires/stands Ripper Scarifying Rotavator Scarifying Road marking machine Road marking Smooth Wheeled Soil Compaction Roller 8 tonne /BM Compaction Rolling of Asphalt Tandem Road Roller Surface Transportation of Tipper - 5 cum soil, GSB, WMM, Hotmix etc. Transportation of Tipper - 5 cum soil, GSB, WMM, Hotmix etc. Transportation of Tipper - 5 cum soil, GSB, WMM, Hotmix etc. Transportation of Transit Mixer 4.0/4.5 Concrete Mix to cum site 177

60 /60 /60

hour

1100.00

TPH

100

hour

8675.00

TPH

200

hour

18250.00

Rm/hour capacity in tonne

80

hour

310.00

1

hour

95.00

sqm/hour

1250

hour

365.00

cum/hour

200/200 /50/50

hour

2500.00

sqm/hour

2700

hour

1730.00

cum/hour

40

hour

2900.00

cum/hour

40/30

hour

1200.00

Rm/hour

2 to 3

hour

5470.00

cum/hour

25

hour

1245.00

cum/hour

1.5 to 2.00

hour

4175.00

cum/hour

4

hour

910.00

hour

110.00

cum/hour

cum/hour cum/hour Sqm/hour

60 25 100

hour hour hour

28.00 18.00 170.00

cum/hour

70/25

hour

480.00

cum/hour

30

hour

1145.00

Capacity in cum

5.5

km

330.00

Capacity in cum

5.5

tonne. km

4.87

Capacity in cum

5.5

hour

450.00

cum/hour

4.5

hour

770.00

P&M-050

Transit cum

Mixer

4/4.5

P&M-051

Transit Mixer 3.0 cum

P&M-052

Transit Mixer 3.0 cum

P&M-053

Tractor

P&M-054

Tractor with Rotavator

P&M-055

Tractor with Ripper

Transportation Concrete Mix site Transportation Concrete Mix site Transportation Concrete Mix site

of to cum/hour

4.5

tonne. km

770.00

of to cum/hour

3

hour

710.00

of to cum/hour

3

tonne. km

30.00

50

hour

355.00

hour

370.00

hour

380.00

4.5

km

330.00

4.5

hour

450.00

4.5

tonne. km

4.00

hour

1540.00

hour

300.00

km

30.00

hour

1200.00

hour

525.00

hour

8040.00

hour hour

1750.00 210.00

hour

4350.00

hour hour hour hour hour hour hour hour hour

8040.00 1520.00 850.00 900.00 1000.00 1200.00 1500.00 1600.00 530.00

hour

9200.00

hour hour hour

250.00 400.00 700.00

hour

1200.00

capacity in HP

Pulling Rate of Tractor + Rotavator Rate of Tractor + Ripper

Truck 5.5 cum per 10 Material Transport tonnes Truck 5.5 cum per 10 Material Transport tonnes

capacity/cu m capacity/cu m

P&M-058

Truck 5.5 cum per 10 Material Transport tonnes

capacity/cu m

P&M-059

Vibratory tonne

P&M-056 P&M-057

P&M-060 P&M-061 P&M-062 P&M-063 P&M-064 P&M-065 P&M-066 P&M-067 P&M-068 P&M-069 P&M-070 P&M-071 P&M-072 P&M-073 P&M-074 P&M-075 P&M-076 P&M-077 P&M-078 P&M-079 P&M-080 P&M-081

Roller

8 Earth or soil / 100/60/ cum/hour GSB / WBM 60 capacity in Water Tanker Water Transport 6 KL capacity in Water Tanker Water Transport 6 KL Wet Mix Plant 60 TPH Wet Mix cum/hour 25 Air compressor with pneumatic chisel attachment for cutting hard clay. Batch type cold mixing plant 100-120 TPH capacity producing an average output of 75 tonne/hour Belt conveyor system Boat to carry at least 20 persons Cement concrete batch mix plant @ 175 cum per hour (effective output) Cement concrete batch mix plant @ 75 cum per hour Cold milling machine @ 20 cum per hour Crane 5 tonne capacity Crane 10 tonne capacity Crane 15 tonne capacity Crane 20 tonne capacity Crane 40 T capacity Crane with grab 0.75 cum capacity Compressor with guniting equipment along with accessories Drum mix plant for cold mixes of appropriate capacity but not less than 75 tonnes/hour. Epoxy Injection gun Generator 33 KVA Generator 100 KVA Generator 250 KVA 178

P&M-082 P&M-083 P&M-084 P&M-085 P&M-086 P&M-087 P&M-088 P&M-089 P&M-090 P&M-091 P&M-092

Induction, de-induction and erection of plant and equipment including all components and accessories for pneumatic method of well sinking. Joint Cutting Machine with 2-3 blades (for rigid pavement) Jack for Lifting 40 tonne lifting capacity. Piling rig Including double acting pile driving hammer (Hydraulic rig) Plate compactor Snow blower equipment 140 HP @ 600 cum per hour Texturing machine (for rigid pavement) Truck Trailor 30 tonne capacity Truck Trailor 30 tonne capacity Tunnel Boring machine Vibrating Pile driving hammer complete with power unit and accessories. Wet Mix Plant 100 TPH Wet Mix Plant 75 TPH

P&M-093 P&M-094 (B) Labour L-01 Blacksmith (IInd class) L-02 Blacksmith (Ist class)/ Welder/ Plumber/ Electrician L-03 Blaster (Stone cutter) L-04 Carpenter I Class L-05 Chiseller (Head Mazdoor) L-06 Driller (Jumper) L-07 Diver L-08 Fitter (II class) L-09 Mali L-10 Mason (IInd class) L-11 Mason (Ist class) L-12 Mate / Supervisor L-13 Mazdoor L-14 Mazdoor/Dresser (Semi Skilled) L-15 Mazdoor/Dresser/Sinker (Skilled-II) L-16 Medical Officer L-17 Operator (grouting) L-18 Painter (II class) L-19 Para medical personnel (C) Materials M-001 Stone Boulder of size 150 mm and below at Crusher Plant M-002 Supply of quarried stone 150 - 200 mm size for Hand Broken at site M-003 Boulder with minimum size of 300 mm for Pitching at Site M-004 Coarse sand at Mixing Plant M-005 Coarse sand at Site M-006 Fine sand at Site M-007 Moorum at Site M-008 Gravel/Quarry spall at Site M-009 Granular Material or hard moorum for GSB works at Site M-010 Granular Material or hard moorum for GSB works at Mixing Plant Fly ash conforming to IS: 3812 (Part II & I) at HMP Plant/Batching M-011 Plant/Crushing Plant 179

hour

0.00

hour day

130.00 400.00

hrs

3800.00

hour hour hour hour t.km hour

180.00 880.00 670.00 1110.00 4.20 2040.00

hour

710.00

hour hour

1400.00 1310.00

day day day day day day day day day day day day day day day day day day day

275 300 300 300 300 275 275 275 200 275 300 300 200 275 250 500 300 275 275

cum cum cum cum cum cum cum Cum Cum Cum

300.00 300.00 300.00 400.00 400.00 400.00 210.00 300.00 450.00 550.00

Cum

-

M-012 M-013 M-014 M-015 M-016 M-017 M-018 M-019

Filter media/Filter Material as per Table 300-3 (MoRT&H Specification) Close graded Granular sub-base Material 53 mm to 9.5 Sub-base course mm Close graded Granular sub-base Material 37.5 mm to 9.5 Sub-Base course mm Close graded Granular sub-base Material 26.5 mm to 9.5 Sub-Base course mm Close graded Granular sub-base Material 9.5 mm to 4.75 Sub-Base course mm Close graded Granular sub-base Material 9.5 mm to 2.36 Sub-Base course mm Close graded Granular sub-base Material 4.75mm to Sub-Base course 2.36 mm Close graded Granular sub-base Material 4.75mm to 75 Sub-Base course micron mm

M-020

Close graded Granular sub-base Material 2.36 mm

M-021

Stone crusher dust finer than 3mm with not more than 10% passing 0.075 sieve.

M-022

Coarse graded Granular sub-base Material 2.36 mm & below

M-023 M-024 M-025 M-026 M-027 M-028 M-029

Coarse graded Granular sub-base Material 4.75mm to 75 micron Coarse graded Granular sub-base Material 4.75 mm to 2.36 mm Coarse graded Granular sub-base Material 9.5 mm to 4.75 mm Coarse graded Granular sub-base Material 26.5 mm to 4.75 mm Coarse graded Granular sub-base Material 26.5 mm to 9.5 mm Coarse graded Granular sub-base Material 37.5 mm to 9.5 mm Coarse graded Granular sub-base Material 53 mm to 26 .5mm

M-030

Aggregates below 5.6 mm

M-031

Aggregates 22.4 mm to 2.36 mm

M-032

Aggregates 22.4 mm to 5.6 mm

M-033

Aggregates 45 mm to 2.8 mm

M-034

Aggregates 45 mm to 22.4 mm

M-035

Aggregates 53 mm to 2.8 mm

M-036

Aggregates 53 mm to 22.4 mm

M-037

Aggregates 63 mm to 2.8 mm

M-038

Aggregates 63 mm to 45 mm 180

Sub-Base course Wearing course SubBase/Bas e course Sub-Base course Sub-Base course Sub-Base course SubBase/Bas e course Sub-Base course Sub-Base course Sub-Base course Base course Base course Base course Base course Base course Base course Base course Base course Base course

Cum

400.00

Cum

640.00

Cum

690.00

Cum

720.00

Cum

880.00

Cum

930.00

Cum

880.00

Cum

760.00

Cum

690.00

Cum

560.00

Cum

560.00

Cum

560.00

Cum

840.00

Cum

1100.00

Cum

790.00

Cum

790.00

Cum

680.00

Cum

680.00

Cum

1240.00

Cum

880.00

Cum

880.00

Cum

760.00

Cum

720.00

Cum

680.00

Cum

720.00

Cum

640.00

Cum

625.00

Base course Base course Wearing course Base course Wearing course Wearing course Base course Base course Base course Base course Base course Base course Wearing course Cement concrete Wearing course Base course Wearing course/C oncrete Cement concrete Cement concrete

M-039

Aggregates 90 mm to 45 mm

M-040

Aggregates 10 mm to 5 mm

M-041a

Aggregates 11.2 mm to 0.09 mm

M-041b

Aggregates 11.2 mm to 0.09 mm

M-042

Aggregates 13.2 mm to 0.09 mm

M-043

Aggregates 13.2 mm to 5.6 mm

M-044

Aggregates 13.2 mm to 10 mm

M-045

Aggregates 20 mm to 10 mm

M-046

Aggregates 25 mm to 10 mm

M-047

Aggregates 19 mm to 6 mm

M-048

Aggregates 37.5 mm to 19 mm

M-049

Aggregates 37.5 mm to 25 mm

M-050

Aggregates 6 mm nominal size

M-051

Aggregates 10 mm nominal size

M-052a

Aggregates 13.2/12.5 mm nominal size

M-052b

Aggregates 13.2/12.5 mm nominal size

M-053

Aggregates 20 mm nominal size

M-054

Aggregates 25 mm nominal size

M-055

Aggregates 40 mm nominal size

M-056 M-057 M-058 M-059 M-060

GI pipe 100 mm dia Acrylic polymer bonding coat Alluminium Paint Alluminium alloy plate 2mm Thick Alluminium alloy/galvanized steel Alluminium sheeting fixed with encapsulated lens type reflective sheeting including 2% towards lettering, cost of angle iron, cost of drilling holes, nuts, bolts etc. and signs as applicable Alluminium studs 100 x 100 mm fitted with lens reflectors Barbed wire Bearing (Cost of parts) Bearing (Cast steel rocker bearing assembly of 250 tonne ) Bearing (Elastomeric bearing assembly consisting of 7 internal layers of elastomer bonded to 6 nos. internal reinforcing steel laminates by the process of vulcanization,) Bearing (Forged steel roller bearing of 250 tonne)

M-061 M-062 M-063 M-064 M-065 M-066 M-067

181

Cum

600.00

Cum

1240.00

Cum

1240.00

Cum

1100.00

Cum

1100.00

Cum

1100.00

Cum

1100.00

Cum

930.00

Cum

930.00

Cum

930.00

Cum

930.00

Cum

930.00

Cum

1240.00

Cum

1100.00

Cum

1100.00

Cum

1100.00

Cum

930.00

Cum

800.00

Cum

780.00

metre litre litre sqm tonne

740.00 230.00 190.00 2300.00 55000.00

sqm

10000.00

nos kg nos nos

650.00 80.00 275000.00

nos

17000.00

Nos

250000.00

M-068 M-069 M-070 M-071 M-072 M-073 M-074 M-075 M-076 M-077 M-078 M-079 M-080 M-081 M-082 M-083 M-084 M-085 M-086 M-087 M-088 M-089 M-090 M-091 M-092 M-093 M-094 M-095 M-096 M-097 M-098 M-099 M-100 M-101 M-102 M-103 M-104 M-105 M-106 M-107 M-108 M-109

Bearing (Pot type bearing assembly consisting of a metal piston supported by a disc, PTFE pads providing sliding surfaces against stainless steel mating together with cast steel assemblies/fabricated structural steel assemblies duly painted with all components) Bearing (PTFE sliding plate bearing assembly of 80 tonnes ) Bearing (Supply of sliding plate bearing of 80 tonne) Bentonite Binding wire Bitumen ( Cationic Emulsion ) Bitumen (60-70 grade) Bitumen (80-100 grade ) Bitumen (Cutback ) Bitumen (emulsion) Bitumen (modified graded) Brick C.I. shoes for the pile Cement Cold twisted bars (HYSD Fe 500 Bars) Collar for joints 300 mm dia Compressible Fibre Board(20mm thick) Connectors/ Staples Copper Plate(12m long x 250mmwide) Corrosion resistant Structural steel Corrugated sheet, 3 mm thick, "Thrie" beam section railing Credit for excavated rock found suitable for use Curing compound Delineators from ISI certified firm as per the standard drawing given in IRC - 79 Earth Cost or compensation for earth taken from private land Elastomeric slab seal expansion joint assembly manufactured by using chloroprene, elastomer for elastomeric slab unit conforming to clause 915.1 of IRC: 83 (part II), Super Electric Detonators @ 1 detonator for 1/2 gelatin stick of 125 gms each Epoxy compound with accessories for preparing epoxy mortar Epoxy mortar Epoxy primer Epoxy resin-hardener mix for prime coat Flag of red color cloth 600 x 600 mm Flowering Plants Galvanized MS flat clamp Galvanized steel wire crates of mesh size 100 mm x 100 mm woven with 4mm dia. GI wire in rolls of required size. Galvanized structural steel plate 200 mm wide, 6 mm thick, 24 m long Emuldyne (Gelatin 80% with accessories) Geo grids Geomembrane Geonets Geotextile Geotextile filter fabric 182

nos

75000.00

nos nos kg kg tonne tonne tonne tonne tonne tonne each kg tonne tonne nos sqm each kg tonne kg cum liter

175000.00 16000.00 550.00 70.00 47332.00 52800.00 52800.00 61161.00 47332.00 55018.00 7.50 60.00 7354.75 49650.05 550.00 700.00 955.00 970.00 49350.00 53.00 70.00 200.00

each

2200.00

cum

20.00

metre

8600.00

100 nos kg kg kg kg each each nos

2726.00 405.00 532.00 650.00 722.00 60.00 150.00 170.00

sqm

230.00

kg

48.00

kg sqm sqm sqm sqm sqm

110.21 200.00 400.00 200.00 250.00 250.00

M-110 M-111 M-112 M-113 M-114 M-115 M-116 M-117 M-118 M-119 M-120 M-121 M-122 M-123 M-124 M-125 M-126

M-127

M-128

M-129 M-130 M-131 M-132 M-133 M-134 M-135 M-136 M-137 M-138 M-139 M-140 M-141 M-142 M-143 M-144 M-145 M-146

GI bolt 10 mm Dia Grouting pump with agitator Grass (Doob) Grass (Fine) HDPE pipes 75mm dia HDPE pipes 90mm dia Hedge plants Helical pipes 600mm diameter Hot applied thermoplastic compound HTS strand Joint Sealant Compound Jute netting, open weave, 2.5 cm square opening for seeding and Mulching LDO for steam curing M.S. Clamps M.S. Clamps M.S. shoes @ 35 Kg per pile of 15 m Mild Steel bars Modular strip/box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and up to 140mm assembly comprising of edge beams, central beam,2 modules chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorized representative Modular strip/box seal expansion joint catering to a horizontal movement beyond 140mm and up to 210mm box/box seal joint assembly containing 3 modules/cells and comprising of edge beams, two central beams, chloroprene seal, anchorage elements, support and control system, all steel sections protected against corrosion and installed by the manufacturer or his authorized representative Nipples 12mm Nuts and bolts Paint Pavement Marking Paint Paving Fabric Perforated geosynthetic pipe 150 mm dia Perforated pipe of cement concrete, internal dia 100 mm Pesticide Pipes 200 mm dia, 2.5 m long for drainage Plastic sheath, 1.25 mm thick for dowel bars Plastic tubes 50 cm dia, 1.2 m high Polymer braids Pre molded Joint filler,25 mm thick for expansion joint. Pre-coated stone chips of 13.2 mm nominal size Preformed continuous chloroprene elastomer or closed cell foam sealing element with high tear strength, vulcanized in a single operation for the full length of a joint to ensure water tightness. Pre-molded asphalt filler board Pre-packed cement based polymer concrete of strength 45 Mpa at 28 days Primer 183

nos hour kg kg metre metre each metre litre tonne kg

20.00 350.00 12.00 18.00 235.00 250.00 250.00 32500.00 350.00 104456.00 798.00

sqm

18.00

litre nos kg kg tonne

29.00 55.00 55.00 60.00 50400.00

metre

11648.25

metre

22888.13

nos kg litre litre sqm metre metre kg metre sqm nos metre sqm

55.00 200.00 220.00 600.00 75.00 370.00 350.00 60.00 700.00 22.00 1200.00 50.00 400.00

cum

1750.00

metre

850.00

sqm

850.00

kg

200.00

kg

180.00

M-147 M-148 M-149 M-150 M-151 M-152 M-153 M-154 M-155 M-156 M-157 M-158 M-159 M-160 M-161 M-162 M-163 M-164 M-165 M-166 M-167 M-168 M-169 M-170 M-171 M-172 M-173 M-174 M-175 M-176 M-177 M-178 M-179 M-180 M-181 M-182 M-183 M-184 M-185 M-186

Quick setting compound Random Rubble Stone (for masonry works) RCC Pipe NP 4 heavy duty non pressure pipe 1000 mm dia RCC Pipe NP 4 heavy duty non pressure pipe 1200 mm dia RCC Pipe NP 4 heavy duty non pressure pipe 300 mm dia Reflectorising glass beads Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Copper Strips) Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Galvanized carbon steel strips) Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Glass reinforced polymer/fibre reinforced polymer/polymeric strips) Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. (Stainless steel strips) Reinforcement strips 60 mm wide 5 mm thick as per clause 3102. Alluminium strips) Rivets Sand bags (Cost of sand and Empty cement bag) Sapling 2 m high 25 mm dia Scrap tyres of size 900 x 20 Seeds Selected earth Separation Membrane of impermeable plastic sheeting 125 micron thick Sheathing duct Shrubs Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing Sodium vapour lamp Square Rubble Coursed Stone Steel circular hollow pole of standard specification for street lighting to mount light at 5 m height above deck level Steel circular hollow pole of standard specification for street lighting to mount light at 9 m height above road level Steel drum 300 mm dia 1.2 m high/empty bitumen drum Steel helmet and cushion block on top of pile head during driving. Steel pipe 25 mm external dia as per IS:1239 Steel pipe 50 mm external dia as per IS:1239 Steel wire rope 20 mm Steel wire rope 40 mm Strip seal expansion join Structural Steel Super plasticizer admixture IS marked as per 9103-1999 Synthetic Geogrids as per clause 3102.8 and approved design and specifications. Through and bond stone Tie rods 20mm diameter Tiles size 300 x 300 mm and 25 mm thick Timber Traffic cones with 150 mm reflective sleeve 184

kg cum metre metre metre kg

340.00 400.00 6200.00 8100.00 680.00 120.00

metre

35.00

metre

30.00

metre

25.00

metre

30.00

metre

25.00

each nos each nos kg cum

60.00 20.00 30.00 550.00 25.00 60.00

sqm

25.00

metre each

175.00 300.00

cum

300.00

each cum

8800.00 350.00

each

25500.00

each

37400.00

nos kg metre metre kg kg metre tonne kg

100.00 520.00 65.00 165.00 65.00 65.00 9450.00 47250.00 110.00

sqm

200.00

each nos each cum Nos

30.00 250.00 85.00 13956.00 250.00

M-187 M-188 M-189 M-190 M-191 M-192 M-193 M-194 M-195 M-196 M-197 M-198

Tube anchorage set complete with bearing plate, permanent wedges etc Unslaked lime Water Water based cement paint Welded steel wire fabric Wire mesh 50mm x 50mm size of 3mm wire Wooden ballies 2" Dia for bracing Wooden ballies 8" Dia and 9 m long Wooden packing Wooden staff for fastening of flag 25 mm dia, one m long RCC Pipe NP 3 heavy duty non pressure pipe 1000 mm dia RCC Pipe NP 3 heavy duty non pressure pipe 1200 mm dia

Overheads for Road Works 7.5 % and Water charge and sundries 1% Contractors profit for Road Works Overheads for Bridge Works Overheads for Bridge Works (Rehabilitation) Contractors profit for Bridge Works Lead from Mixing Plant to working site (Concrete works) Lead from Mixing Plant to working site (Pavement works) Lead for E/W borrow area to site

185

nos

3500.00

tonne KL litre kg kg each each cum each metre metre

17600.00 210.00 48.00 57.00 80.00 260.00 720.00 9500.00 60.00 4400.00 6500.00

8.5% 7.50 % 20% 30 % 7.50 % 10.00 km 20.00 km 5.00 km

STANDARD TABLE AND USEFUL DATA FIELD LABORATORY EQUIPMENT 121.3

Laboratory equipment

The following items of laboratory equipment shall be provided in the field laboratory 121.3.1 General (i)

Oven - Electrically operated, thermoplastic ally controlled range upto 200oC sensitivity 1oC

1 No.

(ii)

Platform balance 300 kg capacity

1 No.

(iii)

Electronic 20 kg capacity-self indicating type

1 No.

(iv)

Electronic Balance 5 kg capacity accuracy 0.5 gm

2 Nos.

(v)

Water bath-electrically operated and thermoplastically controlled with adjustable shelves, sensitivity 1oC

(vi)

1 No.

Thermometers : Mercury-in-glass thermometer range 0o to 250oC Mercury-in-steel thermometer with 30 cm stem, range upto 300oC

(vii)

Kerosene or gas stove or electric hot plate

(viii)

Glassware, spatulas, wire gauzes, steel scales, measuring tape, casseroles,

1 No.

karahis, enameled trays of assorted sizes, pestle-mortar, porcelain, dishes, gunny bags, plastic bags, chemical, digging tools like pickaxes, shovels etc. (ix)

Set of IS sieves with lid and pan:

1 set

450 mm diameter 63 mm, 53 mm, 37.5 mm, 26.5 mm, 13.2 mm, 9.5 mm, 6.7 mm and 4.75 mm size 200 mm diameter: 2.36 mm, 2.0 mm, 1.18 mm, 600 micron, 425 micron, 300 micron, 150

2 sets

micron and 75 micron (x)

Water testing kit

1 set

(xi)

First aid box

1 set

121.3.2 For soils and aggregates (i)

Riffle Box

1 No.

(ii)

Atterberg Limits (liquid and plastic limits) determination apparatus

1 set

(iii)

Compaction Test Equipment both 2.5 kg and 4.5 kg rammers (Light and Heavy compactive efforts) 186

1 set

(iv)

dry Bulk Density Test apparatus (sand pouring cylinder, tray, can etc.) complete

1 set

(v)

Speedy Moisture Meter complete with chemicals

1 set

(vi)

Post hole Auger with extensions

1 set

(vii)

Core cutter apparatus 10 cm dia, 10/15 cm height, complete with dolly, rammer etc.

(viii)

1 set

Aggregate Impact Value Test apparatus/LosAngeles Abrasion Test apparatus

(ix)

Flakiness and Elongation Test Gauges

(x)

Standard measures of 30, 15 and 3 litres capacity along with standard

1 set 1 set

tamping rod

1 set

(xi)

California Bearing ratio test apparatus

1 set

(xii)

Unconfined compression test apparatus

1 set

121.3.3

For bitumen and bituminous mixes

(i)

Penetrometer with standard needles

1 set

(ii)

Riffle box - small size

1 No.

(iii)

Centrifuge type bitumen extractor, hand operated, complete with petrol/commercial benzene

(iv)

Marshall stability test apparatus, complete with all accessories

(v)

Filed density bottle along with cutting tray, chisel, hammer and standard sand

1 set 1 set 2 Nos.

(vi)

3 m straight edge

1 No.

(vii)

Camber board

1 No.

(viii)

core cutting machine with 10 cm dia diamond cutting edge

1 set

(ix)

Vacuum pump and 3 specific gravity bottles

1 set

121.3.4 For cement and cement concrete (i)

Vicat apparatus for testing setting times

1 set

(ii)

slump testing apparatus

4 sets

(iii)

Compression and Flexual strength testing machine of 200 tonne capacity with additional dial for flexural testing

1 No.

(iv)

Needle Vibrator

2 Nos.

(v)

Air Meter

1 No.

(vi)

Vibrating hammer for vibrating dry mix as for Dry Lean Cement concrete sub-base 187

1 No.

GENERAL

TABLE 100-6 PHYSICAL REQUIREMENTS OF COARSE AGGREGATES FOR WATER BOUND MACADAM FOR SUB-BASE/BASE COURSED Test 1.

* Los Angeles Abrasion value Or

Test method

Requirements

IS : 2386

40 per cent (Max)

(Part-4)

* Aggregate Impact Value

IS:2386

30 per cent (Max)

(Part-4) or IS:5640** 2.

Combined Flakiness and

IS:2386

Elongation Indices (Total)

(Part-I)

30 per cent (Max)

***

*

Aggregate may satisfy requirements of either of the two test.

**

Aggregates like brick metal, kankar, laterite etc. which get softened in presences of water shall be tested for Impact value under wet conditions in accordance with IS : 5640.

***

The requirement of flakiness index and elongation index shall be enforced only in the case of crushed broken stone and crushed slag.

1 2. 3.

EARTH WORK, EROSION CONTROL AND DRAINAGE Table 300-1 Density Requirements of Embankment and Sub-Grade Materials. S.No. Type of work Maximum laboratory dry unit weight when tested as per IS:2720 (Part 8) Embankments upto 3 meters height, not Not less than 15.2 kN/m3 subjected to extensive flooding. Embankments exceeding 3 meters height or Not less then 16.0 kN/m3 embankments of any height subject to long periods of inundation Not less then 17.5 kN/m3 Sub-grade and earthen shoulders/verges/ backfill

Note : 1. This table is not applicable for lightweight fill materials, e.g. cinder, fly ash etc. 2. The Engineer may relax these requirements at his discretion taking into account the availability of materials for construction and other relevant factors. 3. The materials to be used in sub-grade should also satisfy design CBR at the, dry unit weight applicable as per Table 300-2. 188

Table 300-2 Density Requirements for Embankment and Sub-grade. Type of work Relative compaction as percentage S.No. of Max. laboratory dry density as per IS:2720 (Part 8) Sub-grade and earthen shoulders. Not less than 97

1 2. 3.

Embankments. Expansion clays. (a) Sub-grade and 500mm portion just below the sub-grade. (b) Remaining portion of embankment

Not less then 95 Not allowed Not less than 90

The contractor shall, at least 7 working days before commencement of compaction, submit the following to the Engineer for approval. 1.

The values of maximum dry density and Optimum Moisture Content obtained in accordance with IS:2720 (Part 7 or Para 8), as the case may be, appropriate for each of the fill materials he intends to use.

2.

A graph of density plotted against moisture content from which each of the values in ‘i’ above of maximum dry density and Optimum Moisture Content were determined.

3.

The dry density – moisture content – CBR relationship for light, intermediate and heavy compactive efforts (Light corresponding to IS:2720 (Part 7). Heavy corresponding to IS:2720 (Part 8) ad intermediate in between the two) for each of the fill materials he intends to use in the sub-grade.

EARTH WORK, EROSION CONTROL AND DRAINAGE Table 300-03 Grading requirement for filter material. Sieve Designation Percentage passing by weight Class I Class II

Class III

53 mm

-

-

100

45 mm

-

-

97-100

26.5 mm

-

100

-

22.4 mm

-

95-100

58-100

11.2 mm

100

48-100

20-60

5.6 mm

92-100

28-54

4-32

2.8 mm

83-100

20-35

0-10

1.4 mm

59-96

-

0-5

710 micron

35-80

6-18

-

355 micron

14-40

2-9

-

180 micron

3-15

-

-

90 micron

0-5

0-4

0-3

189

TABLE 300-4 GRADING REQUIREMENTS FOR AGGREGATE DRAINS Sieve Size

Percent passing by weight Type A

Type B

63 mm

-

100

37.5 mm

100

85-100

19 mm

-

0-20

9.5 mm

45-100

0-5

3.35 mm

25-80

-

600 micron

8-45

-

150 micron

0-10

-

75 micron

0-5

-

SUB-BASE, BASE (NON-BITUMINOUS) AND SHOULDERS Table 400-1 Grading for closed-graded granular sub-base materials. IS Sieve Designation

Percentage by weight passing the IS sieve Grading I

Grading II

Grading III

75 mm

100

-

-

53 mm

80-100

100

-

26.50 mm

55-90

70-100

100

9.50 mm

35-65

50-80

65-95

4.75 mm

25-55

40-65

50-80

2.36 mm

20-40

30-50

40-65

0.425 mm

10-25

15-25

20-35

0.075 mm

3-10

3-10

3-10

30

25

20

CBR Value (Minimum)

190

Table 400-2 Grading for coarse-graded granular sub-base materials. IS Sieve Designation

Percentage by weight passing the IS sieve Grading I

Grading II

Grading II

75 mm

100

-

-

53 mm

-

100

-

26.50 mm

55-75

50-80

100

9.50 mm

-

-

-

4.75 mm

10-30

15-35

25-45

2.36 mm

-

-

-

0.425 mm

-

-

-

0.075 mm