LEAD CHART
Name of Work: Construction of Additional Infrastructure Facilities to GHS, Nallakunta, Musheerabad (M), Hyderabad. RATES AS PER COMMON SSR OF 2009-2010 with cement and steel rates of August, 2010 Lead in KM Sl. No.
Description
(1) (2) 1 Sand for Mortar 2 Sand for filling& blindage 3 Gravel R.R. Stone(Granite, 4 Dolamite &Trap variety) C.R. Stone(Granite, 5 Dolamite &Trap variety)
Avg. Thickn SSR Sl.No. ess in mm
CT
Total
Area allowence on loading Loading unloadin & charges g charges unloading charges @0%
Total
Unit per
(6) 255.00 8.00 32.00
(7) 0.00 0.00 0.00
(8) 255.00 8.00 32.00
(9) 1528.90 50.58 217.66
(10) 120.00 100.00 65.00
(11) 4.00 4.00 2.00
(12) 0.00 0.00 0.00
(13) 0.00 0.00 8.04
(14) 4.02 4.02 4.02
(15) 0.00 0.00 0.00
(16) 1656.92 158.60 296.72
(17) Cum. Cum. Cum.
Local
32.00
0.00
32.00
217.66
200.00
5.00
0.00
16.07
8.04
0.00
446.77
Cum.
CSSR-A.14
Local
32.00
0.00
32.00
217.66
259.26
5.00
0.00
16.07
8.04
0.00
506.03
Cum.
CSSR-A.76
Local
32.00
0.00
32.00
217.66
762.20
5.00
0.00
16.07
8.04
0.00
1008.97
Cum.
Local
32.00
0.00
32.00
217.66
740.00
5.00
0.00
0.00
0.00
0.00
962.66
Cum.
Local
32.00
0.00
32.00
217.66
1170.00
5.00
0.00
0.00
0.00
0.00
1392.66
Cum.
Local
32.00
0.00
32.00
217.66
975.00
5.00
0.00
0.00
0.00
0.00
1197.66
Cum.
Local
32.00
0.00
32.00
217.66
815.00
5.00
0.00
0.00
0.00
0.00
1037.66
Cum.
Local
32.00
0.00
32.00
217.66
650.00
5.00
0.00
0.00
0.00
0.00
872.66
Cum.
Local
32.00
0.00
32.00
318.83
3100.00
38.50
0.00
22.10
22.10
0.00
3501.53
1000 Nos
Fly Ash Bricks of size 290 BMT-A.13 2.2925 x100 x140 mm with 13 compressive strength of 50 Kg /sq.cm
Local
32.00
0.00
32.00
730.91
6000.00
0.00
0.00
50.66
50.66
0.00
6832.24
1000 Nos
Fly Ash Bricks of size 290 BMT-A.10 5.1581 x225 x 140 mm with 14 compressive strength of 50 Kg/sq .cm
Local
32.00
0.00
32.00
1644.56
13000.00
0.00
0.00
113.99
113.99
0.00
14872.55
1000 Nos
Polished Shabad/Tandur blue BMT-B.05 15 Slabas 15 to 18 mm thick (0.457M x 0.457M)
16.5 Tandur
120.00
0.00
120.00
17.84
129.10
7.00
0.00
0.27
0.13
0.00
154.34
1Sqm.
Rough shabad / Tandur Stone BMT-B.04 16 slabs of minimum 40 mm thick (0.457 x 457M)
40 Tandur
120.00
0.00
120.00
43.25
96.80
7.00
0.00
0.64
0.32
0.00
148.01
1Sqm.
trough stones25 x25x45 to 60 cms
(4)
MR
Initial Cost including Stacking Charges
Add Differenc 1% in towards Seigniostorage rage Charges
(5) Vijayawada Local Local
6
(3) M-005 M-004 M-008 M-148
Source of Material
Convence Charges including Stacking Charges
40mm HBG Metal M-055 (IS383-1970) 20mm M/c chips M-053 8 (IS383-1970) 13.2/12.5 mm M/c chips M-052 9 (IS383-1970) 10mm M/c chips M-051 10 (IS383-1970) 6mm M/c chips M-050 11 (IS383-1970) 2nd Class Bricks of size BMT-A.01 12 23x11x7cm 7
323823431.xls
LEAD
Lead in KM Sl. No.
Description
Avg. Thickn SSR Sl.No. ess in mm
Polished Marble Slabs of any BMT-B.12 variety 16 to 20 mm thick 17 (size 0.457 x 0.457 M / 0.6 x 0.6 M)
323823431.xls
Source of Material MR
CT
Total
Convence Charges including Stacking Charges
Initial Cost including Stacking Charges
0.00
570.00
Add Differenc 1% in towards Seigniostorage rage Charges
Area allowence on loading Loading unloadin & charges g charges unloading charges @0%
Total
Unit per
18 Local
1.00
0.00
1.00
LEAD
2.97
0.00
0.29
0.14
0.00
573.40
1Sqm.
Lead in KM Sl. No.
Description
High polished Granite 16 to 18 18 mm thick up to 8' 00" (2.43M) black
Avg. Thickn SSR Sl.No. ess in mm
BMT-B.11
Source of Material MR
CT
Total
Convence Charges including Stacking Charges
Initial Cost including Stacking Charges
0.74
1700.00
Add Differenc 1% in towards Seigniostorage rage Charges
Area allowence on loading Loading unloadin & charges g charges unloading charges @0%
5.00
0.00
5.00
Local
0.50
0.00
0.50
CSSR-A.05
At Site
0.00
0.00
0.00
2900.00
0.00
0.00
0.00
Mild Steel Bars (Fe 250) for 21 6mm
M-126
At Site
0.00
0.00
0.00
32000.00
0.00
0.00
High Yield Strength 22 Deformed Bars (Fe 415) for 8mm to 40mm dia
CSSR-A.62
At Site
0.00
0.00
0.00
33000.00
0.00
0.00
0.00
0.00
32500.00
0.00
0.00
0.00
38500.00
20 Cement
Mild Steel, Structural steel, 23 I,e, Angles, Channels & ICSSR-A.68 At Site Sections 24 M.S. Plates CSSR-A.69 At Site CERTIFICATES:1 Certified that the above leads are true and correct to the best of my knowledge
42.08
LEAD
0.27
0.14
0.00
1743.22
0.00
50.00
KL
26.52
0.00
2926.52
M.T
0.00
31.79
0.00
32031.79
M.T
0.00
0.00
31.79
0.00
33031.79
M.T
0.00
0.00
0.00
31.79
0.00
32531.79
M.T
0.00
0.00
0.00
31.79
0.00
38531.79
M.T
50.00
2 Certified that the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm & 40mm Metal 3 Certified that the 20mm, 12mm, 10mm, 6mm Metal requires Machine Crushing 4 Certified that the work site does not falls within 12 Kms belt of any municipality/ Corporation Limits and hence no extra allowence is required
323823431.xls
Unit per
17 Local
19 water
Total
1Sqm.
Sl. No. 1
Description Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)
Light Mazdoor Add 75% for excavation of foundation of building add seigniorage charges Add 14% over heads Rate per 1 cu.m.
Quantity
Rate (Rs.)
Per Unit
Amount (Rs.)
0.364 1 1 108.29
Nos cu.m. cum cu.m.
170.00 46.410 0.00 0.14
1 1 1 1
Day cu.m. cum cu.m. Total
61.88 46.41 0.00 15.16 123.50
0.364 1 1 158.14
Nos cu.m. cum cu.m.
170.00 74.256 22.00 0.14
1 1 1 1
Day cu.m. cum cu.m. Total
61.88 74.26 22.00 22.14 180.30
170.00 22.00
1 nos 1 cum
a) Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Pipe line where the depth is more than 1.5 times width.(APSS No. 308)
Light Mazdoor Add 120 % for excavation of Pipe line add seigniorage charges Add 14% over heads Rate per 1 cu.m. C) Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Septic tank soak pit and sump.(APSS No. 308)
2
Light Mazdoor add seigniorage charges
0.364 nos 1 cum
Add 14% over heads
83.88
0.14
Rate per 1 cu.m. Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) Light Mazdoor Add 14% over heads
0.052 Nos 8.84 Rate per 1 cu.m.
170.00 0.14
Total
61.88 22.00 83.88 11.74 95.65
1 Nos 1 Total
8.84 1.24 10.10
1
4
3
Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Cost of Gravel Light Mazdoor Add 14% over heads 4
1 cu.m. 1 Nos 1 cu.m. Total
296.72 8.84 42.78 348.35
1 cu.m. 0.052 Nos 167.44 cu.m.
158.60 170.00 0.14
1 cu.m. 1 Nos 1 cu.m. Total
158.60 8.84 23.44 190.90
Rate per Cu.m. Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)
material Metal 40mm Sand Cement Water Machinery concrete mixer300/200 (diesel) LA oncrew charges Labour 1st class mason Light Mazdoor Add 14% over heads 6
296.72 170.00 0.14
Rate per Cu.m. Filling with Sand Cushion under footings with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational & incidental charges, labour charges, seignorage charges, hire and opertaional charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
Cost of Sand Light Mazdoor Add 14% over heads 5
1 cu.m. 0.052 Nos 305.56 cu.m.
0.9 0.45 129.6 1.2
cu.m. cu.m. Kgs. KL
962.66 1656.92 2926.52 50.00
1 Hour 0% 0.1 Nos. 1.39 Nos. 2510.78 cu.m.
cu.m. cu.m. Kgs. KL
866.39 745.61 379.28 60.00
200.80 111.80
1 Hour 1
200.80 0.00
224.00 170.00
1 Each 1 Each
22.40 236.30
0.14
1 1 1000 1
1 cu.m.
Rate per Cu.m. Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations (APSS No. 402) material Metal 40mm Sand Cement Water
Total
0.9 0.45 162 1.2
cu.m. cu.m. Kgs. KL
962.66 1656.92 2926.52 50.00
1 1 1000 1
cu.m. cu.m. Kgs. KL
351.51 2862.30
866.39 745.61 474.10 60.00
5
Machinery concrete mixer300/200 (diesel) LA oncrew charges Labour 1st class mason Light Mazdoor Add 14% over heads 7
200.80 111.80
1 Hour 1
200.80 0.00
0.1 cu.m. 1.39 Nos. 2605.60 cu.m.
224.00 170.00 0.14
1 cu.m. 1 Each 1 cu.m.
22.40 236.30 364.78 2970.40
Rate per Cu.m. Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying concrete, finishing top surface, curing concrete, etc., complete for finished item of work for Dummy Columns. (APSS No. 402)
materal Graded Metal 20mm to 6mm Sand Cement Water Machinery concrete mixer300/200 (diesel) LA oncrew charges Labour 1st class mason Light Mazdoor
Total
0.9 0.45 129.6 1.2
Rate for other Floors Basic Rate of P.C.C(1:5:10) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift Charges per Cum.
cu.m. cu.m. Kgs. KL
1258.16 1656.92 2926.52 50.00
1 Hour 0% 0.1 cu.m. 1.39 Nos.
Rate per cu.m. Plain Cement Concrete corresponding to M10 grade as per IS 456 equivalent to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work for Bed Blocks and Hold Fasts (APSS No. 402)
cu.m. cu.m. Kgs. KL
1132.34 745.61 379.28 60.00
200.80 111.80
1 Hour 1
200.80 0.00
224.00 170.00
1 cu.m. 1 Each
22.40 236.30
Total TF 2776.73 106.00 971.10 0.00 77.61 3931.44 550.40 4481.85
2776.73
cu.m. cu.m. Kgs. KL
1132.34 745.61 643.83 60.00
200.80 111.80
1 Hour 1
200.80 0.00
224.00 170.00
1 Each 1 Each Total SF TF 3041.29 3041.29 49.00 49.00 312.00 338.00 0.00 0.00 51.74 77.61
22.40 236.30 3041.29
SF 2776.73 106.00 896.40 0.00 51.74 3830.87 536.32 4367.20
cu.m. cu.m. Kgs. KL
1258.16 1656.92 2926.52 50.00
1 1 1000 1
1 Hour 0% 0.1 cu.m. 1.39 Nos.
0.14 Total
GF 2776.73 106.00 747.00 0.00 0.00 3629.73 508.16 4137.90
1 1 1000 1
FF 2776.73 106.00 821.70 0.00 25.87 3730.30 522.24 4252.55
0%
Add 14% over heads 8
1 Hour 0%
Material Graded Metal 20 to 6 mm Sand Cement Water Machinery concrete mixer300/200 (diesel) LA oncrew charges Labour 1st class mason Light Mazdoor
0.9 0.45 220 1.2
Basic rate per Cum. Rate for other Floors Basic Rate of P.C.C(1:3:6) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift Charges per Cum.
0%
GF 3041.29 49.00 260.00 0.00 0.00
FF 3041.29 49.00 286.00 0.00 25.87
6
Add 14% over heads Rate per cu.m. 9
3402.16 476.30 3878.50
3454.03 483.56 3937.60
cu.m. cu.m. Kgs. KL
1258.16 1656.92 2926.52 50.00
1 1 1000 1
1 Hour 0% 0.1 cu.m. 1.39 Nos.
0.14 Total
3350.29 469.04 3819.35
Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)
Material Graded Metal 20mm to 6mm Sand Cement Water Machinery concrete mixer300/200 (diesel) LA oncrew charges Labour 1st class mason men &women Mazdoor
0.9 0.45 331.2 1.2
cu.m. cu.m. Kgs. KL
1132.34 745.61 969.26 60.00
200.80 111.80
1 Hour 1
200.80 0.00
224.00 170.00
1 cu.m. 1 Each Total SF TF 3366.72 3366.72 49.00 49.00 312.00 338.00 0.00 0.00 51.74 77.61 3779.46 3831.33 529.12 536.39 4308.60 4367.75
22.40 236.30 3366.72
Basic rate per Cum. Rate for other Floors Basic Rate of P.C.C(1:2:4) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift Charges per Cum.
0%
Add 14% over heads 10
3505.90 490.83 3996.75
Rate per cu.m. Plain Cement Concrete M20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including steel centering, shuttering, machine mixing, laying concrete, lift charges, curing etc., complete for finished item of work for steps (APSS No. 402 )
Material Graded Metal 20mm to 6mm Sand Cement Water Machinery Batchingplant 0.5 cum needle vibrator 40 mm (petrol) LA on crew charges Labour 1st class Masons Man and Mazdoor
0.14 Total
0.8 0.4 350 1.2
GF 3366.72 49.00 260.00 0.00 0.00 3675.72 514.60 4190.35
FF 3366.72 49.00 286.00 0.00 25.87 3727.59 521.86 4249.50
cu.m. cu.m. kgs KL
1258.16 1656.92 2926.52 50.00
1.333 Hour 1.333 Hour 0% 0.1 Nos. 1.39 Nos.
1 1 1000 1
cu.m. cu.m. kgs KL
1006.53 662.77 1024.28 60.00
307.96 95.48 321.84
1 Hour 1 Hour 1
410.51 127.27 0.00
224.00 170.00
1 Each 1 Each
22.40 236.30 3550.06
Basic rate per Cum. Rate for other Floors Basic Rate of P.C.C(1:1.5:3) per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift Charges per Cum.
0%
Add 14% over heads Rate per cu.m.
0.14 Total
GF 3550.06 49.00 260.00 0.00 0.00 3859.06 540.27 4399.35
FF 3550.06 49.00 286.00 0.00 25.87 3910.93 547.53 4458.50
SF 3550.06 49.00 312.00 0.00 51.74 3962.80 554.79 4517.60
TF 3550.06 49.00 338.00 0.00 77.61 4014.67 562.05 4576.75
7
11
Random Rubble stone masonry, in CM (1:6) prop: (Cement: Sand) using Hard blasted Granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)
cost of cement
59.4 Kgs
2926.52
1000 Kgs
RR Stone CR Through stones 25 x 25x 45 to 60 cms Sand 1st Class Mason Light Mazdoor
0.5 0.44 0.16 0.33 1.2 2.0
Cum Cum Cum cu.m. Nos Nos
446.77 506.03 1008.97 1656.92 224.00 170.00
1 1 1 1 1 1
1936.89 cu.m.
0.14
Add 14% over heads
173.84
Cum Cum Cum cu.m. Each Each
223.39 222.65 161.44 546.78 268.80 340.00 1936.89 271.16 2208.10
1 cu.m.
Rate per cu.m. 12
Coursed Rubble stone masonry 2nd sort, in CM (1:8) prop: (Cement: Sand) using hard blasted granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 612) cost of cement
57.6 Kgs
2926.52
1000 Kgs
CR Stone Through stones 25 x 25x 45 to 60 cms Sand 1st Class Mason Light Mazdoor
0.94 0.16 0.32 1.5 2.32
Cum Cum cu.m. Nos Nos
506.03 1008.97 1656.92 224.00 170.00
1 1 1 1 1
2066.29 cu.m.
0.14
Add 14% over heads
168.57
Cum Cum cu.m. Each Each
475.67 161.44 530.21 336.00 394.40 2066.29 289.28 2355.60
1 cu.m.
Rate per cu.m. 13
14
Flush Pointing to CRS Masonry in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) cost of cement Sand 1st Class Mason Man mazdoor
1.44 0.003 0.05 0.074
Kgs cu.m. Nos. Nos.
2926.52 1656.92 206.00 170.00
Add 14% over heads
32.06 cu.m.
0.14
1000 1 1 1
Kgs cu.m. Each Each
1 sqm
Rate per 1 Sqmt. Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work for foundation, plinth , pedastals(below plinth)(APSS No. 402 & 403)
Material Graded Metal 20mm to 6mm Sand
Or say
0.8 cu.m. 0.4 cu.m.
1258.16 1656.92
1 cu.m. 1 cu.m.
4.21 4.97 10.30 12.58 32.06 4.49 36.60
1006.53 662.77
8
Cement
350 kgs
2926.52
1000 kgs
1024.28
Water
1.2 KL
50.00
1 KL
60.00
Batchingplant 0.5 cum
1.333 Hour
307.96
1 Hour
410.51
needle vibrator 40 mm (petrol)
1.333 Hour
95.48
1 Hour
127.27
Machinery
LA on crew charges
0%
321.84
1
0.00
224.00 206.00 170.00
1 Each 1 Each 1 Each Total
29.79 55.00 782.00 4158.16
1 cu.m.
4158.16
1 cu.m.
4158.16
1 cu.m. 0% 4467.16 cu.m.
309.00 260.00 0.14
1 cu.m.
Say
309.00 0.00 625.40 5092.60
Say
4158.16 1453.00 0.00 785.56 6396.75
manpower 1st Class Mason 2nd Class Mason Man Mazdoor
0.133 Nos. 0.267 Nos. 4.6 Nos.
Basic rate per Cum. a) VRCC M20 grade design mix for footings Basic Rate per Cum. Centering Charges per Cum. Add La charges on labour on centering Add 14% over heads
1 cu.m.
Rate per cu.m. b) VRCC M20 design mix for plinth beams Basic Rate per Cum. Centering Charges per Cum. Add La charges on labour on centering Add 14% over heads
1 cu.m. 1 cu.m. 0% 5611.16 cu.m.
4158.16 1453.00 626.00 0.14
1 cu.m. 1 cu.m. 1 cu.m.
Rate per cu.m. c) VRCC M20 for pedestals Basic Rate per Cum. Centering Charges per Cum. Add La charges on labour on centering Add 14% over heads 15
1 cu.m.
4158.16
1 cu.m.
4158.16
1 cu.m.
471.00
1 cu.m.
471.00
0% 4629.16 cu.m.
413.00 0.14
1 cu.m.
0.00 648.08 5277.25
Rate per cu.m. Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For coloumns , Lintels, Water tanks, Rcc walls in building
Material Graded Metal 20mm to 6mm Sand Cement Water Machinery Batchingplant 0.5 cum needle vibrator 40 mm (petrol) LA on crew charges manpower 1st Class Mason 2nd Class Mason Man Mazdoor
Say
0.8 0.4 350 1.2
cu.m. cu.m. kgs KL
1258.16 1656.92 2926.52 50.00
1.333 Hour 1.333 Hour 0% 0.167 Nos. 0.167 Nos. 5.6 Nos.
cu.m. cu.m. kgs KL
1006.53 662.77 1024.28 60.00
307.96 95.48 321.84
1 Hour 1 Hour 1
410.51 127.27 0.00
224.00 206.00 170.00
1 Each 1 Each 1 Each Total
37.41 34.40 952.00 4315.17
Basic rate per Cum. a) For columns / RCC walls and Water tanks Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material
GF 4315.17 106.00
FF 4315.17 106.00
1 1 1000 1
SF 4315.17 106.00
TF 4315.17 106.00
9
Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per cu.m. b) For Lintels Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per cu.m. 16
0%
747.00 0.00 5168.17 723.54
821.70 0.00 102.38 5345.25 748.34
896.40 0.00 204.76 5522.33 773.13
971.10 0.00 307.14 5699.41 797.92
0.14 Total
5891.75
6093.60
6295.50
6497.35
0%
GF 4315.17 703.00 532.00 0.00
0.14 Total
5550.17 777.02 6327.20
FF 4315.17 703.00 585.20 0.00 102.38 5705.75 798.81 6504.60
SF 4315.17 703.00 638.40 0.00 204.76 5861.33 820.59 6681.95
TF 4315.17 703.00 691.60 0.00 307.14 6016.91 842.37 6859.30
cu.m. cu.m. kgs KL
1258.16 1656.92 2926.52 50.00
1 1 1000 1
0.308 Hour 0.308 Hour 0% 0.067 Nos. 0.133 Nos. 3.077 Nos.
Vibrated Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403) For beams and slabs
Material Graded Metal 20mm to 6mm Sand Cement Water Machinery Batchingplant 0.5 cum needle vibrator 40 mm (petrol) LA on crew charges manpower 1st Class Mason 2nd Class Mason Man Mazdoor
0.8 0.4 350 1.2
cu.m. cu.m. kgs KL
1006.53 662.77 1024.28 60.00
307.96 95.48 74.36
1 Hour 1 Hour 1
94.85 29.41 0.00
224.00 206.00 170.00
1 Each 1 Each 1 Each Total
15.01 27.40 523.09 3443.33
Basic rate per Cum. a) For Roof Beams Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per cu.m.
0%
GF 3443.33 1064.00 626.00 0.00
0.14 Total
5133.33 718.67 5852.05
FF 3443.33 1064.00 688.60 0.00 56.55 5252.48 735.35 5987.85
SF 3443.33 1064.00 751.20 0.00 113.10 5371.63 752.03 6123.70
TF 3443.33 1064.00 813.80 0.00 169.65 5490.78 768.71 6259.50
b) VRCC M20 design mix for Slabs 75mm thick Cost of VRCC for 75 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor
0.075 cu.m.
0%
GF 258.25 119.00 70.00 0.00 447.25
3443.33 FF 258.25 119.00 77.00 0.00 4.24 458.49
1 cu.m. SF 258.25 119.00 84.00 0.00 8.48 469.73
258.25
TF 258.25 119.00 91.00 0.00 12.72 480.97
10
Add 14% over heads Rate per 1 Sqmts. c) VRCC M20 design mix for Slabs 100mm thick Cost of VRCC for 100 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts. d) VRCC M20 design mix for Slabs of 110mm thick Cost of VRCC for 110 mm thick slab
0.14 Total
62.62 509.90
0.1 cu.m.
0%
GF 344.33 119.00 70.00 0.00
0.14 Total
533.33 74.67 608.05
0.11 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts.
e) VRCC M20 design mix for Slabs of 120mm thick Cost of VRCC for 120 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts.
0%
GF 378.77 119.00 70.00 0.00
0.14 Total
567.77 79.49 647.30
0.12 cu.m.
0%
GF 413.20 119.00 70.00 0.00
0.14 Total
602.20 84.31 686.55
64.19 522.70
3443.33 FF 344.33 119.00 77.00 0.00 5.65 545.98 76.44 622.45
3443.33
FF 378.77 119.00 77.00 0.00 6.22 580.99 81.34 662.35
3443.33 FF 413.20 119.00 77.00 0.00 6.79 615.99 86.24 702.25
65.76 535.50
67.34 548.35
1 cu.m. SF 344.33 119.00 84.00 0.00 11.31 558.64 78.21 636.90
TF 344.33 119.00 91.00 0.00 16.96 571.29 79.98 651.30
1 cu.m.
SF 378.77 119.00 84.00 0.00 12.44 594.21 83.19 677.40
378.77
TF 378.77 119.00 91.00 0.00 18.66 607.43 85.04 692.50
1 cu.m. SF 413.20 119.00 84.00 0.00 13.57 629.77 88.17 717.95
344.33
413.20
TF 413.20 119.00 91.00 0.00 20.36 643.56 90.10 733.70
f) VRCC M20 design mix for Slabs of 120mm thick Cost of VRCC for 120 mm thick slab
0.12 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts. g) VRCC M20 for Slabs
0%
GF 413.20 119.00 70.00 0.00
0.14 Total
602.20 84.31 686.55
3443.33 FF 413.20 119.00 77.00 0.00 6.79 615.99 86.24 702.25
1 cu.m. SF 413.20 119.00 84.00 0.00 13.57 629.77 88.17 717.95
413.20
TF 413.20 119.00 91.00 0.00 20.36 643.56 90.10 733.70
125mm thick
Cost of VRCC for 125 mm thick slab
0.125 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts.
0%
GF 430.42 119.00 70.00 0.00
0.14 Total
619.42 86.72 706.15
3443.33 FF 430.42 119.00 77.00 0.00 7.07 633.49 88.69 722.20
1 cu.m. SF 430.42 119.00 84.00 0.00 14.14 647.56 90.66 738.25
430.42
TF 430.42 119.00 91.00 0.00 21.21 661.63 92.63 754.30
11
h) VRCC M20 for Slabs 140 mm thick Cost of VRCC for 140 mm thick slab
0.14 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts.
0%
GF 482.07 119.00 70.00 0.00
0.14 Total
671.07 93.95 765.05
3443.33 FF 482.07 119.00 77.00 0.00 7.92 685.99 96.04 782.05
1 cu.m. SF 482.07 119.00 84.00 0.00 15.83 700.90 98.13 799.05
482.07
TF 482.07 119.00 91.00 0.00 23.75 715.82 100.21 816.05
i) VRCC M20 design mix for Slabs of 115mm thick Cost of VRCC for 115 mm thick slab
0.115 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts. j) VRCC M20 for Slabs
0%
GF 395.98 119.00 70.00 0.00
0.14 Total
584.98 81.90 666.90
3443.33 FF 395.98 119.00 77.00 0.00 6.50 598.48 83.79 682.30
1 cu.m. SF 395.98 119.00 84.00 0.00 13.01 611.99 85.68 697.70
395.98
TF 395.98 119.00 91.00 0.00 19.51 625.49 87.57 713.10
150 mm thick
Cost of VRCC for 150 mm thick slab
0.15 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor
Add 14% over heads Rate per 1 Sqmts. k) VRCC M20 for Slabs 165mm thick Cost of VRCC for 165 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor
Rate per 1 Sqmts. l) VRCC M20 for Slabs 175mm thick Cost of VRCC for 175 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor
Rate per 1 Sqmts. m) VRCC M20 for Slabs 180mm thick Cost of VRCC for 180 mm thick slab
516.50
0%
FF 516.50 119.00 77.00 0.00 8.48
SF 516.50 119.00 84.00 0.00 16.96
TF 516.50 119.00 91.00 0.00 25.45
0.14 Total
705.50 98.77 804.30
720.98 100.94 821.95
736.46 103.10 839.60
751.95 105.27 857.25
0.165 cu.m.
0.14 Total
GF 568.15 124.00 73.00 0.00
0.14 Total
3443.33
1 cu.m.
568.15
765.15
FF 568.15 124.00 80.30 0.00 9.33 781.78
SF 568.15 124.00 87.60 0.00 18.66 798.41
TF 568.15 124.00 94.90 0.00 27.99 815.04
107.12 872.30
109.45 891.25
111.78 910.20
114.11 929.20
0.175 cu.m.
0%
Add 14% over heads
1 cu.m.
GF 516.50 119.00 70.00 0.00
0%
Add 14% over heads
3443.33
GF 602.58 124.00 73.00 0.00
3443.33
1 cu.m.
602.58
799.58
FF 602.58 124.00 80.30 0.00 9.90 816.78
SF 602.58 124.00 87.60 0.00 19.79 833.97
TF 602.58 124.00 94.90 0.00 29.69 851.17
111.94 911.55
114.35 931.15
116.76 950.75
119.16 970.35
0.18 cu.m.
3443.33
1 cu.m.
619.80
12
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts. n) VRCC M20 for Slabs 200mm thick Cost of VRCC for 200 mm thick slab Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmts. o) VRCC M20 for Slabs of 225 mm thick Cost of VRCC for 225 mm thick slab
0.14 Total
816.80 114.35 931.20
0.2 cu.m.
0%
GF 688.67 124.00 73.00 0.00
0.14 Total
885.67 123.99 1009.70
0.225 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering LA on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per 10 Sqmts. 17
0%
GF 619.80 124.00 73.00 0.00
0%
GF 774.75 124.00 73.00 0.00
0.14 Total
971.75 136.05 1107.85
FF 619.80 124.00 80.30 0.00 10.18 834.28 116.80 951.10
3443.33 FF 688.67 124.00 80.30 0.00 11.31 904.28 126.60 1030.90
3443.33
SF 619.80 124.00 87.60 0.00 20.36 851.76 119.25 971.05
TF 619.80 124.00 94.90 0.00 30.54 869.24 121.69 990.95
1 cu.m. SF 688.67 124.00 87.60 0.00 22.62 922.89 129.20 1052.10
TF 688.67 124.00 94.90 0.00 33.93 941.50 131.81 1073.35
1 cu.m.
FF 774.75 124.00 80.30 0.00 12.72 991.77 138.85 1130.65
SF 774.75 124.00 87.60 0.00 25.45 1011.80 141.65 1153.50
cu.m. cu.m. kgs KL
1258.16 1656.92 2926.52 50.00
1 1 1000 1
1.333 Hour 0% 0.167 Nos. 0.167 Nos. 5.6 Nos.
688.67
774.75
TF 774.75 124.00 94.90 0.00 38.17 1031.82 144.45 1176.30
Reinforced Cement Concrete M 20 Design Mix ( by weigh batching ) using 20mm size (SS5) hard blasted granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 350 kgs. of cement per 1 cum of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering , machine mixing, laying concrete, lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work (APSS No. 402 & 403)
Material Graded Metal 20mm to 6mm Sand Cement Water Machinery Batchingplant 0.5 cum LA on crew charges manpower 1st Class Mason 2nd Class Mason Man Mazdoor
0.8 0.4 350 1.2
cu.m. cu.m. kgs KL
1006.53 662.77 1024.28 60.00
307.96 214.56
1 Hour 1
410.51 0.00
224.00 206.00 170.00
1 Each 1 Each 1 Each
37.41 34.40 952.00 4187.90
Basic rate per Cum a) For Lintels Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges
0%
GF 4187.90 703.00 532.00 0.00
FF 4187.90 703.00 585.20 0.00
SF 4187.90 703.00 638.40 0.00
TF 4187.90 703.00 691.60 0.00
13
Lift charges @ 10% extra on each floor Add 14% over heads 18
Rate per Cum. Reinforced cement concrete with M 20 grade Design mix ( by weigh batching ) using 20mm size (SS 5) machine crushed hard blasted granite graded metal (coarse aggregate) from approved quarry using a minimum quantity of 350 Kg of cement per 1 Cum of concrete including cost and conveyance of all materials like cement, fine aggregate (sand) ,coarse aggregate, water etc. to site and cost of seigniorage charges on all materials including centering using Cashewrina Ballies and Wooden runners & staging including all bracings, cross members etc., shuttering, machine mixing, laying concrete, 7.5cm thick at fixed end and 5cm thick at free end with an average thickness of 6.25cm including labour charges for mixing, laying, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work
for sun-shades of any width as per approved plan / design and of average thickness of 62.50mm ( thickness at material support 75mm and tothickness at edge 50mm) (APSS No. Graded Metal 20mm 6mm 402, 403) Sand Cement Water Machinery Batchingplant 0.5 cum LA on crew charges manpower 1st Class Mason 2nd Class Mason Man Mazdoor Basic rate per Cu.m a) Chajja / Sunshade Cost of RCC for 62.5 mm thick sunshade Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor Add 14% over heads Rate per Sqmt. b) for platforms of 50 mm thick Cost of RCC for 50 mm thick platform
Add 14% over heads Rate per Sqmt.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor
204.76 5734.06 802.77 6536.85
cu.m. cu.m. kgs KL
1258.16 1656.92 2926.52 50.00
1 1 1000 1
0.308 Hour 0%
0.14 Total
0.8 0.4 350 1.2
307.14 5889.64 824.55 6714.20
cu.m. cu.m. kgs KL
1006.53 662.77 1024.28 60.00
307.96 49.58
1 Hour 1
94.85 0.00
0.067 Nos. 0.133 Nos. 3.077 Nos.
224.00 206.00 170.00
1 Each 1 Each 1 Each Total
15.01 27.40 523.09 3413.93
0.0625 cu.m.
3413.93
1 cu.m.
213.37
0%
GF 213.37 139.00 82.00 0.00
FF 213.37 139.00 90.20 0.00 3.53
SF 213.37 139.00 98.40 0.00 7.07
TF 213.37 139.00 106.60 0.00 10.60
0.14 Total
434.37 60.81 495.20
446.10 62.45 508.60
457.84 64.10 521.95
469.57 65.74 535.35
0.05 cu.m.
Rate for other Floors Rate as worked out above per Cum. Hire charges on centering material Labour charges for centering La on centering labour charges Lift charges @ 10% extra on each floor
b) for shelves of 25 mm thick Cost of RCC for 25 mm thick shelves
102.38 5578.48 780.99 6359.50
5422.90 759.21 6182.15
0%
GF 170.70 119.00 70.00 0.00
0.14 Total
359.70 50.36 410.10
0.025 cu.m.
0%
GF 85.35 119.00 70.00 0.00
3413.93 FF 170.70 119.00 77.00 0.00 2.83 369.53 51.73 421.30
3413.93 FF 85.35 119.00 77.00 0.00 1.41
1 cu.m. SF 170.70 119.00 84.00 0.00 5.65 379.35 53.11 432.50
TF 170.70 119.00 91.00 0.00 8.48 389.18 54.48 443.70
1 cu.m. SF 85.35 119.00 84.00 0.00 2.83
170.70
85.35
TF 85.35 119.00 91.00 0.00 4.24
14
Add 14% over heads Rate per Sqmt. 18
274.35 38.41 312.80
282.76 39.59 322.35
291.18 40.76 331.95
2.93 1656.92 224.00 206.00 170.00 170.00
1 1 1 1 1 1
299.59 41.94 341.55
Pointing to Cuddapah / Shahabad slabs in CM(1:3) Prop: including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) cost of cement for Cement Mortar (1:3) cost of sand for Cement Mortar (1:3) 1st Class Mason 2nd Class Mason Man mazdoor Woman mazdoor
19
0.14 Total
0.96 0.002 0.048 0.112 0.05 0.11
Kgs cu.m. Nos. Nos. Nos. Nos.
Kgs cu.m. Each Each Each Each
Rate per 1 Sqmt. Brick Masonry in superstructure with CM (1:8) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).
wall thickness Material Cement Second class Bricks sand for mortor B Labour 1st class mason 2nd class mason
2.81
Total
0.225
Man Mazdoor
36 kgs 512 Nos 0.2 cu.m.
2926.52 3501.53 1656.92
1000 kgs 1000 Nos 1 cu.m.
105.35 1792.78 331.38
0.24 Nos. 0.56 Nos.
224.00 206.00
1 Each 1 Each
53.76 115.36
1.89 Nos.
170.00
1 Each
321.30 2719.94
Basic Rate per Cum. Rate for other Floors Basic rate per Cum Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads 20
Rate per Cum. Reinforced Brick Masonry 11.5cm (4 1/2") thick for partition walls in CM (1:4) prop: using second class bricks from approved source having minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 504).
wall thickness Material Cement Second class Bricks sand for mortor B Labour 1st class mason 2nd class mason
10.75 23.07 8.50 18.70 63.80
0%
GF 2719.94 23.51 126.22 0.00
0.14 Total
2869.67 401.75 3271.45
FF 2719.94 23.51 189.33 0.00 49.04 2981.82 417.46 3399.30
SF 2719.94 23.51 252.44 0.00 98.08 3093.97 433.16 3527.15
TF 2719.94 23.51 315.56 0.00 147.13 3206.14 448.86 3655.05
0.115 7.56 kgs 51.2 Nos 0.021 cu.m.
2926.52 3501.53 1656.92
1000 kgs 1000 Nos 1 cu.m.
22.12 179.28 34.80
0.06 Nos.
224.00
1 Each
13.44
0.06 Nos.
206.00
1 Each
12.36
15
Man Mazdoor
0.275 Nos.
170.00
1 Each
46.75 308.75
Basic Rate per One Sqmt. Rate for other Floors Basic rate per sqm Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads 21
Rate per One Sqmt. Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).
Wall thickness
0.14 Total
342.44 47.94 390.40
FF 308.75 5.29 42.60 0.00 7.26 363.90 50.95 414.85
SF 308.75 5.29 56.80 0.00 14.51 385.35 53.95 439.30
TF 308.75 5.29 71.00 0.00 21.77 406.81 56.95 463.80
0.225
Material Fly Ash Bricks 290x225x140mm Cement for Cement Mortar (1:8) Sand for Cement Mortar (1:8) Labour 1st class mason 2nd class mason Man Mazdoor Woman Mazdoor
110 Nos 18 Kgs 0.1 cu.m. 0.42 0.92 0.7 2.1
Basic Rate per Cum. Rate for other Floors Basic rate per Cum Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads Rate per Cum. 21
0%
GF 308.75 5.29 28.40 0.00
cu.m. Nos. Nos. Nos.
0%
GF 2614.01 23.51 126.22 0.00
0.14 Total
2763.74 386.92 3150.70
14872.55 2.93 1656.92
1000 Nos 1 Kgs 1 cu.m.
224.00 206.00 170.00 170.00
1 1 1 1
FF 2614.01 23.51 189.33 0.00 75.96 2902.81 406.39 3309.25
SF 2614.01 23.51 252.44 0.00 151.92 3041.88 425.86 3467.75
cu.m. Each Each Each
1635.98 52.74 165.69 94.08 189.52 119.00 357.00 2614.01
TF 2614.01 23.51 315.56 0.00 227.88 3180.96 445.33 3626.30
Brick Masonry in superstructure with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for basement (APSS No. 501 & 504). Wall thickness Material Fly Ash Bricks 290x225x140mm Cement for Cement Mortar (1:8) Sand for Cement Mortar (1:8) Labour 1st class mason 2nd class mason Man Mazdoor Woman Mazdoor
0.225 110 Nos 24 Kgs 0.1 cu.m. 0.42 0.92 0.7 2.1 total
Add 14% over heads
0.14 Basic Rate per Cum.
cu.m. Nos. Nos. Nos.
14872.55 2.93 1656.92 224.00 206.00 170.00 170.00
1000 Nos 1 Kgs 1 cu.m. 1 1 1 1
cu.m. Each Each Each
1635.98 70.32 165.69 94.08 189.52 119.00 357.00 2631.59 368.42 3000.05
16
22
Reinforced Fly Ash Brick Masonry 10cm thick for partition walls in CM (1:4) prop: Fly Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm from approved source and placing 2nos. of 6mm dia MS bars embedded in every 3rd layer with free ends of reinforcement keyed into mortar joints of the main brick work whereever applicable including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., but excluding cost and conveyance of steel and its fabrication charges complete for finished item of work. (APSS No. 501 & 509).
Material Fly Ash Bricks 290x100x140mm
24 Nos
6832.24
1000 Nos
163.97
Cement for Cement Mortar (1:4)
7.2 Kgs
2.93
Kgs
21.10
Sand for Cement Mortar (1:4) Labour 1st class mason 2nd class mason Man Mazdoor Basic Rate per One Sqmt. Rate for other Floors Basic rate per sqm Hire charges of stage scafflding per cum Labour charges for stage scaffolding per cum Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads 23
Rate per One Sqmt. Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.
0.02 cu.m.
1656.92
1 cu.m.
33.14
0.06 cu.m. 0.06 Nos. 0.275 Nos.
224.00 206.00 170.00
1 cu.m. 1 Each 1 Each
13.44 12.36 46.75 290.76
0%
GF 290.76 5.29 28.40 0.00
0.14 Total
324.45 45.42 369.90
FF 290.76 5.29 42.60 0.00 7.26 345.91 48.43 394.35
SF 290.76 5.29 56.80 0.00 14.51 367.36 51.43 418.80
TF 290.76 5.29 71.00 0.00 21.77 388.82 54.43 443.25
Material Cost of steel including 5% wastage and overlaps cost of binding wire Labour Blacksmith/Tin Smith/Rivetor Light mazdoor
1.05 MT
33031.79
1 MT
34683.38
6 Kg
50.00
1 Kg
300.00
2 Nos 6.4 Nos
224.00 170.00
1 Nos 1 Nos
Rate per MT Rate for other Floors Basic rate per MT Lift Charges per MT @10% extra on labour per floor
Add 14% over heads Rate per One MT
0.14 Total
GF 36519.38
FF SF 36519.38 36519.38 153.60 307.20
Total TF 36519.38 460.80
36519.38 5112.71 41632.10
36672.98 36826.58 5134.22 5155.72 41807.20 41982.30
36980.18 5177.23 42157.45
448.00 1088.00 36519.38
17
24
Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm diameter, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.
Material Cost of Mild steel cost of binding wire Labour Blacksmith/Tin Smith/Rivetor Light mazdoor
1.05 MT
32031.79
1 MT
33633.38
6 Kg
50.00
1 Kg
300.00
2 Nos 6.4 Nos
224.00 170.00
1 Nos 1 Nos
Rate per MT Rate for other Floors Basic rate per MT Lift Charges per MT @10% extra on labour per floor Add 14% over heads Rate per One MT 25
GF 35469.38
0.14 Total
35469.38 4965.71 40435.10
FF SF 35469.38 35469.38 153.60 307.20 35792.98 35777.58 5011.02 5008.86 40804.00 40786.45
Total TF 35469.38 460.80 35930.18 5030.23 40960.45
448.00 1088.00 35469.38
Ornamental Plastering 8 mm thick in single coat in CM (1:4) sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for ceiling. (APSS 901,903 & 904)
Material Cement cost of sand for mortor Labour 1st Class Mason 2nd Class Mason Light mazdoor
3.96 kgs 0.011 cu.m.
2926.52 1656.92
1000 kgs 1 cu.m.
11.59 18.23
0.063 Nos. 0.147 Nos. 0.39 Nos.
224.00 206.00 170.00
1 Each 1 Each 1 Each
14.11 30.28 66.30 140.51
Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Hire charges of stage scafflding per sqm Labour charges for stage scaffolding per sqm Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads 26
Rate per 1 Sqmt. Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)
Material Base coat 8mm thick in C.M. (1:6) Cement cost of sand for mortor Top Coat 4mm thick in C.M. (1:4)
0%
GF 140.51 1.24 5.60 0.00
0.14 Total
147.35 20.63 167.98
2.64 kgs 0.011 cu.m.
FF 140.51 1.24 8.41 0.00 11.07 161.23 22.57 183.80
2926.52 1656.92
SF 140.51 1.24 11.21 0.00 22.14 175.10 24.51 199.61
TF 140.51 1.24 14.01 0.00 33.21 188.97 26.46 215.43
1000 kgs 1 cu.m.
7.73 18.23
18
Cement cost of sand for mortor Labour 1st Class Mason 2nd Class Mason Light mazdoor
1.44 kgs 0.004 cu.m.
2926.52 1656.92
1000 kgs 1 cu.m.
4.21 6.63
0.04 Nos. 0.1 Nos. 0.26 Nos.
224.00 206.00 170.00
1 Each 1 Each 1 Each
8.96 20.60 44.20 110.55
Basic rate per 1 Sqmt. Rate for other Floors
GF
FF
SF
Basic rate per 1 Sqmt. Hire charges of access scafflding pers qm Labour charges for access scaffolding per sqm Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor
0%
110.55 0.53 2.84 0.00
0.14 Total
113.92 15.95 129.90
110.55 0.53 4.26 0.00 11.07 126.41 17.70 144.15
110.55 0.53 5.68 0.00 22.14 138.90 19.45 158.40
Add 14% over heads 27
Rate per 1 Sqmt. Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar,scaffolding charges, lift charges, finishing,including cutting of Grooves wherever necessary as directed by Engineer - in - charge, curing, etc., complete for Uneven Surfaces of Brick Wall for finished item of work. (APSS 901,903 & 904)
Base coat 16 mm thick in C.M. (1:6) Cement cost of sand for mortor Top Coat 4mm thick in C.M. (1:4) Cement cost of sand for mortor Labour 1st Class Mason 2nd Class Mason Light mazdoor Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Hire charges of access scafflding pers qm Labour charges for access scaffolding per sqm Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads 28
Rate per 1 Sqmt. Ceiling plastering with CM(1:5) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)
cost of cement for Cement Mortar (1:4) sand for Cement Mortar (1:4) 1st Class Mason Man mazdoor Rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Hire charges of access scafflding pers qm Labour charges for access scaffolding per sqm Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor
TF 110.55 0.53 7.10 0.00 33.21 151.39 21.20 172.60
4.32 kgs 0.018 cu.m.
2926.52 1656.92
1000 kgs 1 cu.m.
12.64 29.82
1.44 kgs 0.004 cu.m.
2926.52 1656.92
1000 kgs 1 cu.m.
4.21 6.63
0.063 Nos. 0.147 Nos. 0.39 Nos.
224.00 206.00 170.00
1 Each 1 Each 1 Each
14.11 30.28 66.30 164.00
0%
GF 164.00 0.53 2.84 0.00
0.14 Total
167.37 23.43 190.85
5.4 0.015 0.06 0.096
0%
kg cu.m. Nos. Nos. GF 70.45 0.53 2.84 0.00 73.82
FF 164.00 0.53 4.26 0.00 11.07 179.86 25.18 205.05
SF 164.00 0.53 5.68 0.00 22.14 192.35 26.93 219.30
2.93 1656.92 224.00 170.00
1 1 1 1
FF 70.45 0.53 4.26 0.00 2.98 78.22
SF 70.45 0.53 5.68 0.00 5.95 82.61
TF 164.00 0.53 7.10 0.00 33.21 204.84 28.68 233.55
kg cu.m. Each Each Total TF 70.45 0.53 7.10 0.00 8.93 87.01
15.82 24.85 13.44 16.32 70.45
19
Add 14% over heads 29
Rate per 1 Sqmt. Plastering with CM(1:4) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906) cost of cement for Cement Mortar (1:4) sand for Cement Mortar (1:4) 1st Class Mason Man mazdoor
7.56 0.021 0.094 0.16
Rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Hire charges of access scafflding pers qm Labour charges for access scaffolding per sqm Add LA on Labour for scaffolding Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt. 30
10.33 84.15
kg cu.m. Nos. Nos.
0%
GF 105.25 0.53 2.84 0.00
0.14 Total
108.62 15.21 123.85
10.95 89.20
11.57 94.20
2.93 1656.92 224.00 170.00
1 1 1 1
FF 105.25 0.53 4.26 0.00 4.83 114.87 16.08 130.95
SF 105.25 0.53 5.68 0.00 9.65 121.11 16.96 138.10
2.93 1656.92 24.00 224.00 206.00 170.00
1 1 1 1 1 1
FF 178.54 9.46 188.00 26.32 214.35
SF 178.54 18.92 197.46 27.64 225.10
12.18 99.20
kg cu.m. Each Each Total TF 105.25 0.53 7.10 0.00 14.48 127.36 17.83 145.20
22.15 34.80 21.06 27.20 105.25
Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).
cost of cement for Cement Mortar (1:3) sand for Cement Mortar (1:3) Water proof compound 1st Class Mason 2nd Class Mason Man Mazdoor Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor Add 14% over heads Rate per 1 Sqmt. 31
0.14 Total
10.08 0.021 0.2 0.066 0.154 0.37
kg cu.m. Kgs Nos. Nos. Nos. GF 178.54
0.14 Say
178.54 25.00 203.55
kg cu.m. Kgs Each Each Each
29.53 34.80 4.80 14.78 31.72 62.90 178.54
TF 178.54 28.39 206.93 28.97 235.90
set over a base coat of CM (1:8), 12mm thick (joints of stone ing with must be flushed) over C.C. bed alreadyblue laid Slabas or R.C.C. Flooring with Polished Shabad/Tandur 15 toroof 18 slab thick only after it is xproperly cleaned, moistered mm (0.457M 0.457M)cured, set over a base coat of and CM where 12mm necessary with cement over slurry of (1:8), thicktreated (joints of stoneneat mustgrey be flushed) C.C. honey like consistency spred cement 1 sqm. bed already laid or R.C.C. roofat3.3 slab kgs onlyofafter it isforproperly and jointed withmoistered neat cement full depth, including cured, cleaned, and paste wheretonecessary treated with cost and of all cement, sand, neat greyconveyance cement slurry of materials honey likelike consistency spredwater, at3.3 flooring stonesforetc. to site, salespaste and kgs of cement 1 sqm. and seigniorage jointed withcharges, neat cement other all materials, all conveyance operational, ofincidental and to fulltaxes depth,onincluding cost and all materials labourcement, charges sand, such as dressing of flooring the like water, flooring stones stones etc. toto site, required sizes, mixing cement mortar, jointing, seigniorage charges, salesofand other taxes on laying, all materials, all curing, lift charges etc.,and complete for finished of work. operational, incidental labour charges such item as dressing of (APSS No.703 flooring stones&to701) the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Material Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M)
1.1 Sqmt.
154.34
1 Sqmt.
169.77
20
jointing compound BMT-M.22 Cement for Morter and slurry Coarse sand for mortor(C.M. 1:8) Machinery Machine charges for rubbuing/polishing floor LA charges on crew charges Labour 1st Class Mason 2nd Class Mason Man Mazdoor Add water charges @1% on labour Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor
2 Kgs 5.46 Kgs 0.012 cum
30.00 2926.52 1656.92
1 Kgs 1000 Kgs 1 cum
60.00 15.98 19.88
0.1 day 0%
0.00
1 day
0.00 0.00
0.31 Nos. 0.11 Nos. 0.086 Nos. 1% GF 373.42
Add 14% over heads
0.14 Rate per 1 Sqmt. Total laid over existing CC bed or roof slab set over a base coat of ing with CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
32
#REF!
373.42 52.28 425.75
224.00 206.00 170.00 106.72
1 Each 1 Each 1 Each
FF 373.42 10.78 384.20 53.79 438.00
SF 373.42 21.56 394.98 55.30 450.30
69.44 22.66 14.62 1.07 373.42 TF 373.42 32.34 405.76 56.81 462.60
Flooring with Rough shabad / Tandur Stone slabs of minimum 40 mm thick (0.457 x 457M)laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)
Rough Tandur slab cost of cement for Cement Mortar (1:8) sand for Cement Mortar (1:8) Pointing with CM (1:3)
1.05 2.16 0.012 1
Sqmt. kg cu.m. Sqmt.
148.01 2.93 1656.92 63.80
10 1 1 1
Sqmt. kg cu.m. Sqmt.
15.54 6.33 19.88 63.80
1st Class Mason 2nd Class Mason Man Mazdoor Woman Mazdoor
0.096 0.224 0.22 0.11
Nos. Nos. Nos. Nos.
224.00 206.00 170.00 170.00
1 1 1 1
Each Each Each Each
21.50 46.14 37.40 18.70 229.30
Basic rate per 1 Sqmt.
21
m high with
with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) 33
Providing skirting to internal walls 12.5 Cm high withPolished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) with length equal to flooring stones set over a base coat of CM (1:3), 12mm thick with cement slurry of honey like consistency spread @ 3.3 Kgs per sqm and jointed with neat cement paste mixed with pigment of matching shade to full depth (joints of stone should be flushed), including cost and conveyance of all materials like cement, sand, water, flooring stones etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as dressing of flooring stones to the required sizes, mixing of cement mortar, laying, jointing, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707)
Material Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) sand for Cement Mortar (1:3) cement for Cement Mortar (1:3) base coat Cement for slurry Labour 1st Class Mason 2nd Class Mason Man Mazdoor Add water charges @1% on labour Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor Add 14% over heads
34
Rate per 1 Sqmt. in Single piece with the edges flat nosed and set over a base coat of CMand (1:3), 12mm thick, and fixing in position with Supplying fixing of Polished Shabad/Tandur blue Slabas neatto cement paste (0.457M includingx cost and inconveyance all 15 18 mm thick 0.457M) Single pieceofwith materials like nosed cement, water, stones etc.CM to (1:3), site, the edges flat and sand, set over a base coat of seigniorage salesinand other taxes all cement materials, all 12mm thick,charges, and fixing position with on neat paste operational, incidental and labourofcharges such aslike dressing of including cost and conveyance all materials cement, stoneswater, to thestones required mixing of cement mortar, fixing sand, etc.sizes, to site, seigniorage charges, sales and in position, curing, lift charges completeincidental for finished other taxes on all materials, all etc., operational, and item ofcharges work For raisers (APSS of No.701 labour such as dressing stones&to707) the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work For raisers (APSS No.701 & 707)
For Raisers of 0.15 Mt. Height Material Cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M 0.457M) sand for Cementx Mortar (1:3) cement for Cement Mortar (1:3) base coat Cement for slurry
1.1 Sqmt.
154.34
1 Sqmt.
169.77
0.012 cu.m. 5.76 Kgs 3.3 Kgs
1656.92 2926.52 2926.52
1 cu.m. 1000 Kgs 1000 Kgs
19.88 16.86 9.66
0.096 Nos. 0.224 Nos. 0.31 Nos. 1%
224.00 206.00 170.00 120.35
1 Each 1 Each 1 Each
21.50 46.14 52.70 1.20 337.72
GF 337.72
0.14 Total fixing of
1.1 0.012 5.76 3.3
337.72 47.28 385.05
Sqmt. cu.m. Kgs Kgs
FF 337.72 12.16 349.88 48.98 398.90
SF 337.72 24.31 362.03 50.68 412.75
154.34 1656.92 2926.52 2926.52
1 1 1000 1000
TF 337.72 36.47 374.19 52.39 426.60
Sqmt. cu.m. Kgs Kgs
169.77 19.88 16.86 9.66
22
Labour 1st Class Mason 2nd Class Mason Man Mazdoor Flat nosing edges as per BMM-V.14 Add water charges @1% on labour
0.096 0.224 0.31 13.33 1%
Nos. Nos. Nos. Rmt.
224.00 206.00 170.00 8.00 120.35
1 1 1 1
Each Each Each Rmt.
21.50 46.14 52.70 106.64 1.20 444.36
Basic rate per 1 Sqmt. Rate for other Floors
GF
FF
SF
Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor
444.36
444.36 12.16 456.52 63.91 520.43
444.36 24.31 468.67 65.61 534.28
Add 14% over heads
35
444.36 62.21 506.57
0.14
Rate per Sqmt. in Single piece with the edges flat nosed and set over a base coat of CMand (1:8), 12mm thick, and fixing in position with Supplying fixing of Polished Shabad/Tandur blue Slabas neat paste (0.457M includingx cost and inconveyance all 15 to cement 18 mm thick 0.457M) Single pieceofwith materials like nosed cement, water, stones etc.CM to (1:8), site, the edges flat and sand, set over a base coat of seigniorage salesinand other taxes all cement materials, all 12mm thick,charges, and fixing position with on neat paste operational, incidental and labourofcharges such aslike dressing of including cost and conveyance all materials cement, stoneswater, to thestones required mixing of cement mortar, fixing sand, etc.sizes, to site, seigniorage charges, sales and in position, curing, lift charges completeincidental for finished other taxes on all materials, all etc., operational, and item ofcharges work for Treads (APSSof No.701 labour such as dressing stones&to707) the required sizes, mixing of cement mortar, fixing in position, curing, lift charges etc., complete for finished item of work for Treads (APSS No.701 & 707)
TF 444.36 36.47 480.83 67.32 548.15
fixing of
Treads of 0.30 Mt wide cost of Polished Shabad/Tandur blue Slabas 15 to 18 mm thick (0.457M x 0.457M) jointing compound BMT-M.22
1.1 Sqmt.
154.34
1 Sqmt.
169.77
2 Kgs
30.00
1 Kgs
60.00
5.46 Kgs
2926.52
1000 Kgs
15.98
0.012 cum
1656.92
1 cum
19.88
Machine charges for rubbuing/polishing floor
0.1 day
0.00
1 day
0.00
LA charges on crew charges
0%
Cement for jointing Coarse sand for mortor(C.M. 1:8) Machinery
0.00
Labour 1st Class Mason 2nd Class Mason Man Mazdoor Flat nosing edges
0.31 0.11 0.086 6.67
Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor Add 14% over heads 36
Rate per Sqmt. In - situ - Granolithic Concrete Flooring 20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine crushed metal laid monolithically over 100mm thick CC flooring bed (1:5:10) with 40mm HBG metal in alternate panels of size not exceeding 1.50m x 1.50m and finishing the top surface to required smoothness and slopes, thread lining as directed by the Engineer - in - charge including cost and conveyance of all materials like cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement concrete, laying, curing, lift charges etc., complete for finished item of work (APSS No.701 & 710)
6mm to 12mm HBG metal Sand Cement PCC bed (1:5:10) 100mm thick 1st Class Mason 2nd Class Mason Manand women Mazdoor
GF 425.71
0.14 Say
0.017 0.0085 12 0.10 0.125 0.006 0.3
Add 14% over heads
0.14 Rate per 1 Sqmt.
Nos. Nos. Nos. Rmt.
425.71 59.60 485.31
cum cum Kgs cum Nos. Nos. Nos.
224.00 206.00 170.00 8.00
1 1 1 1
FF 425.71 10.67 436.38 61.09 497.47
SF 425.71 21.34 447.05 62.59 509.64
1035.99 1656.92 2926.52 2510.78 224.00 206.00 170.00
1 1 1000 1 1 1 1
Each Each Each Rmt.
69.44 22.66 14.62 53.36 425.71 TF 425.71 32.02 457.73 64.08 521.81
cum cum Kgs cum Each Each Each
398.13 Total
17.61 14.08 35.12 251.08 28.00 1.24 51.00 398.13 55.74 453.90
23
37
Flooring with Ceramic Tiles of 7.3mm thick 1st. quality of any shade as approved by Engineer - in - charge set over a base coat of CM (1:8), 12mm thick laid over flooring bed / V.R.C.C. slab, with neat cement slurry of honey like consistency spread at the rate of 3.3 Kgs of cement per Sq.m and jointed with neat white cement paste to full depth mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, ceramic tiles etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, curing, lift charges etc., complete for finished item of work.(APSS No.701 & 707) in All Floors
Material Ceramic Tiles Sand Cement Grey Cement for slurry White Cement for pointing
1.05 0.012 2.16 3.3 0.2
Sqmt. cum Kgs Kgs Kgs
374.00 1656.92 2926.52 2926.52 18.00
1 1 1000 1000 1
Sqmt. cum Kgs Kgs Kgs
392.70 19.88 6.32 9.66 3.60
Labour 1st Class Mason 2nd Class Mason Man Mazdoor Add water charges @1% on labour
0.096 Nos. 0.224 Nos. 0.33 Nos. 1%
Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor Add 14% over heads 38
GF 557.15
0.14
Rate per Sqmt. Dadooing to walls with white glazed tiles 1st. quality of any size of brand as approved by Engineer - in - charge and set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including cost and conveyance of all materials like cement, sand, water, tiles, etc. to site, seigniorage charges, sales and other taxes on all materials, C921 such as mixing of cement mortar, laying in position, curing, lift charges etc., complete for finished item of work (APSS No.701 & 707) in All Floors
white glazed tiles
557.15 78.00 635.15
1.05 Sqmt
Grey cement White cement Cement for Cement Mortar CM (1:5) Sand Mortar CM (1:5)
0.33 0.6 3.45 0.012
224.00 206.00 170.00 123.75 FF 557.15 12.50 569.65 79.75 649.40
280.00
Kgs Kgs Kgs Cum
2926.52 18.00 2.93 1656.92
0.077 Nos. 0.08 Nos.
1 Each 1 Each 1 Each
SF 557.15 25.00 582.15 81.50 663.65
21.50 46.14 56.10 1.24 557.15 TF 557.15 37.50 594.65 83.25 677.90
1 Sqmt 1000 1 1 1
294.00
Kgs Kgs Kgs Cum
0.97 10.80 10.11 19.88
224.00
1 Each
17.25
170.00
1 Each
13.60 366.61
Labour 1st Class Mason Man Mazdoor Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor
GF 366.61
Add 14% over heads
0.14 Rate per Sqmt.
366.61 51.33 417.95
FF 366.61 3.08 369.69 51.76 421.45
SF 366.61 6.17 372.78 52.19 425.00
TF 366.61 9.25 375.86 52.62 428.50
24
39
Whiting to ceiling in two coats with Birla White or equavalent quality to give an even shade after thoroughly brushing the surface to remove all loose powdered materials including cost and conveyance of all materials and water to site, sales & other taxes, all operational, incidental and labour charges such as cleaning the surface, painting, curing etc., complete for finished item of work for internal walls. (APSS No.901 & 908) in All Floors
Surya Cem Painter Man Mazdoor sundries including brushes,ladders, etc., Add 14% over heads
0.2 kgs 0.021 Nos. 0.032 Nos. 1% 0.14
18.00 211.40 170.00 13.48
1 kgs 1 Each 1 Each
13.61
Rater per 1 Sqmt. for all floors 40
Total
3.60 4.44 5.44 0.13 13.61 1.91 15.55
Painting to New walls with two coats of Snowcem cement paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for External Walls.(APSS No. 912) in All Floors
Material Cement Primer Grade I
0.1 Kgs
125.00
1 Kgs
12.50
Snowcem Paint Labour for Priming Coat 1st class painter 2nd class painter Labour for Two Coats 1st class painter
0.35 Kgs
38.00
1 Kgs
13.30
0.021 Nos. 0.049 Nos.
224.00 206.00
1 Each 1 Each
4.70 10.09
0.015 Nos.
224.00
1 Each
3.36
2nd class painter Man and women mazdoor
0.035 Nos. 0.15 Nos.
206.00 170.00
1 Each 1 Each
Total
7.21 25.50 76.67 10.73 87.40
Total
19.80 7.39 15.86 43.05 6.03 49.10
Add 14% over heads
0.14
76.67
Rater per 1 Sqmt. for all floors 41
Painting to New Iron work with two coats of ready mixed synthetic enamel paint first quality all shades over an existing steel primer including cost and conveyance of all materials to site, sales & other taxes, incidental, operational and all labour charges etc., complete for finished item of work. (APSS No. 1201, 1207 & 1212).in All Floors Cost of Synthetic Enamel Paint 1st Class Painter 2nd Class Painter Add 14% over heads
0.14 Rater per 1 Sqmt. for all floors
42
0.11 Ltr 0.033 Nos. 0.077 Nos.
180.00 224.00 206.00
1 Ltr 1 Each 1 Each
43.05
Supply and fixing of 110mm dia ISI mark PVC rain water spouts of 2.5 Kg/cm2 pressure including Cost of necessary pvc bends, shoes and M.S.clamps and all other accessories and fixing in position including cost and conveyance of all materials to site , seigniorage charges sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.(APSS NO1328) in All Floors
25
Cost of 110mm dia PVC Pipe.(page 274) Cost of P.V.C.Bend 391 BMW-F.57 Cost PVC shoe 397 BMW-G.63 Cost of Clips 440 BMW-G.106 Plumber 1st Class Plumber 2nd class Man Mazdoor
3.00 1.00 1.00 3.00 0.30 0.70 1.00
Add 14% over heads
Rmt. No. No. Nos. Nos. Nos. No.
0.14
70.00 1 Rmt 65.00 1 No 56.00 1 No 14.00 1 No 224.00 1 Each 206.00 1 Each 170.00 1 Each Rate per 3 Rmt. 251.47
Rate per Rmt. 43
Total
Reinforced cement mortar Facia 5 cm thick in CM (1:3) for drop walls, Fins & staircase railing with rabbit wire mesh & nominal reinforcement as directed by Engineer-incharge with dubara spong finishing including cost & conveyence of all materials to site, including seigniorage charges, sales and other taxes on all materials and all operational, incidental charges such as labour charges, like mixing cement mortar, scaffolding charges, lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM Drop walls) including tying Rabbit (chicken) wire mesh to the existing mild steel / HYSD Steel reinforcement applying mortar lumps, finishing, plastering to both faces, sponge finishing etc complete for finished item of work but excluding cost of steel and its fabrication charges in All Floors
materials Costof rabit wire mesh 43 Grade cement Cost of coarse sand Labour 1st Class Mason Miller operator Man Mazdoor Hire charges of miller
1.33 Sqmt 31.91 Kgs 0.06 Cum 0.80 0.10 1.00 0.20
Add 14% over heads
1 Sqmt 1000 Kgs 1 Cum
15.96 93.39 96.10
1 1 1 1
FF 594.85 38.94 633.79 88.73 722.55
SF 594.85 77.88 672.73 94.18 766.95
Kg. lit Nos. Nos.
330.00 110.00 224.00 206.00
1 1 1 1
Kg Lt Each Each
33.00 7.70 4.70 10.09
0.12 lit 0.036 Nos. 0.084 Nos.
180.00 224.00 206.00
1 lit 1 Each 1 Each
21.60 8.06 17.30 102.47 14.35 116.85
GF 594.85
0.14 Rate per Sqmt.
594.85 83.28 678.15
Each Each Each Hour
179.20 22.40 170.00 17.80 594.85 TF 594.85 116.82 711.67 99.63 811.30
Painting to New wood work with two coats of ready mixed synthetic enamel paint first quality all shades to give an even shade over base coat Primer with Luppam finishing after thoroughly brushing the surface to remove all remains including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work.(3 coats) (APSS No. 1201 & 1212).in All Floors PRIMARY COAT Luppam finish Ready mixed primer Ist class painter 2nd class painter TWO COATS OF PAINTING Synthetic enamel paint 1st class painter 2nd class painter Add 14% over heads
45
Nos. Nos. Nos. Hour
12.00 2926.52 1656.92 224.00 224.00 170.00 89.00
Basic rate per 1 Sqmt. Rate for other Floors Basic rate per 1 Sqmt. Lift charges @ 10% extra on each floor
44
210.00 65.00 56.00 42.00 67.20 144.20 170.00 754.40 251.47 35.21 286.70
Rate per 1 Sqmt. for all Floors Supply and Fixing of 50mm thick Jali including cost and conveyance of all materials to site, sales & other taxes, all operational, incidental and labour charges etc., complete for finished item of work in All Floors.
0.1 0.07 0.021 0.049
0.14
102.47 Total
26
Rate as per SSR
1 Sqmt
Add 14% over heads 46
0.14
1 Sqmt
1 Sqmt 0.14
46.90
1750.00 1750.00
Rate per 1 Sqmt. for all Floors Add 14% over heads
1.05 2.2 2.2 2.2
Total
1750.00 245.00 1995.00
Sqmt Nos. Nos. Nos.
188.00 13.00 0.50 0.20
1 1 1 1
Sqmt Each Each Each
197.40 28.60 1.10 0.44
0.043 Nos. 0.054 Nos.
224.00 170.00
1 Each 1 Each
9.63 9.18 0.00 246.35 246.35 34.49 280.85
0.14
Supply and Fixing MS Purlins 50mm dia including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work Cost of MS Pipe 50mm dia asper (BMT-F.04) Fabrication, Cutting and Fixing charges
(BMM-V.16)
Add 14% over heads
5.1 Kgs. 5.1 Kgs.
45.00 10.00
1 Kgs. 1 Kgs.
229.50 51.00 280.50 39.27 319.80
0.14
280.50
0.1 Kgs 0.09 Ltr
125.00 200.00
1 Kgs 1 Ltr
12.50 18.00
0.021 Nos. 0.049 Nos.
224.00 206.00
1 Each 1 Each
4.70 10.09
Rate per Rmt. 49
381.90
1 Sqmt
Rate per one Sqmt 48
Total
1 Sqmt
Rate per Sqmt. Supply and Fixing AC Sheet Corrugated 6mm thick including Labour Charges for fixing AC Sheets including cost of J bolts bitumen washers etc with or without ridges complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work Unit = A ) material cost of 6mm thick corregated AC sheets 8mm dia G.I.J bolts & nuts G.I washersBitumen washers Bitumen washers B) labour Carpenter II class Man Mazdoor Sundries including 50 x 6 mm Iron wind ties and white lead etc.,
335.00
335.00
Rate per Sqmt. Supplying & fixing collapsible steel shutters with vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and side vertical frames of the collapsible gate with 65x65mmx8mm MS Angle and middle guide rail at site height with 65mmx8mm MS flat for the pulleys to guide and fixed with necessary hold fasts, bolts, nuts, rivets, locking arrangements, stoppers, handles, all accessories all fixtures and painted with one coat of approved steel primer etc., complete for finished item of work as per special spn 1105
Rate as per SSR BMT-F.30 Add 14% over heads 47
335.00
Painting to New walls with two coats of Plastic Emulsion paint of superior quality of approved brand and shade over base coat of cement primer grade -I making three coats in all to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors
Cement Primer Grade I Plastic Emulsion Paint Labour for Priming Coat 1st class painter 2nd class painter Labour for Two Coats
27
1st class painter 2nd class painter
0.036 Nos. 0.084 Nos.
Add 14% over heads
0.14
224.00 206.00
1 Each 1 Each
70.67
Rater per 1 Sqmt. for all floors 50
51
52
Total
Providing expansion joint treatment with ploy sulphide compound of approved make of finsihed size 25 x 12 mm including making of 25mm x 12mm groove and primer coat over finished groove with finishing of edges true to straight line and level over the finished surface of expansion joint including cost and convenyance of all materials to site, all incidental , operational , labour charges etc., complete for finished item of work as per approved drawing ( for all floors on top slab i.e, in the flooring and for internal vertical joints of grooves in dadooing surface).
As per market rate Add 14% over heads Rate per 1 Rmt Providing and Fixing of 24 guage alluminium sheet over expansion joint groove of width 15cm fixed to walls / columns at one edge and resting over the other blcok walls / columns concealing expansion joint with slotted holes for free edge of aluminium sheet to faciliate free movement of aluminium sheet over the finished surface of expansion joint and wall face using sheet metal screws with nylon receiver complete including cost and convenyance of all materials to site, all incidental , operational labour charges etc.,, complete for finsihed item of work as per approved drawing ( for all floors for vertical joints and bottom of slab).
1.00 RM 0.14
290.00 290.00
1 RM
290.00 40.60 330.60
Cost of alluminium sheet 24 Gauge BMS-W.18
1.00 Sqm
262.00
1 Sqm
262.00
Add for labour charges including cost of nails, making holes to wall and in aluminium sheet etc..
6.60 Rm
10.00
1 Rm
66.00
Add 14% over heads Rate per 1 Sqm Providing and Fixing of expansion joint filler board for Buildings , Columns , Beams and Slabs Armour Board " sillfill including cost and convenyance of all materials to site, all incidental, operational , labour charges etc., complete for finished item of work as per approved drawing for all floors
0.14
328.00
Rate as per SSR BMT-U.05 Add 14% over heads
1.00 Sqm 0.14
327.00 327.00
328.00 45.92 373.95
1 Sqm toal
53
8.06 17.30 70.67 9.89 80.60
327.00 45.78 372.80
Supply and Fixing of 230mm wide PVC water bar at expansion joint over roof slab including cost , all taxes and convenyance of all materials to site and all labour charges , cutting and fixing charges etc., complete for finsihed item of work. Market rate Labour charges for fixing
1.00 RM
220.00
Add 14% over heads
0.14
250.00
1 RM
toal
220.00 30.00 250.00 35.00 285.00
28
54
Making Green Chalk Board of size 3.00Mx1.20Mts including border with plastering in CM (1:2) 12mm thick as base coat and 3mm thick top coat with cement green oxide powder in (1:1) prop. and making border of 50x20mm thick alround the chalk board over existing plastered surface and painting the chalk board surface with chalk board paint as per direction of Engineer-in-Charge including cost and conveyance of all materials, sales and other taxes on cost of materials and all operational, incidental and labour charges etc., complete for finished item of work (APSS No.1603)
base coat in cm 1:2 Cost of of sand for CM (1:2) cost of cement for CM 1:2) 1st Class Mason 2nd Class Mason Man mazdoor Woman mazdoor Basic rate per 10 Sqmt. 20mm thick plastering in CM(1:2) Cost of of sand for CM (1:2) cost of cement for CM 1:2) 1st Class Mason 2nd Class Mason Man mazdoor Woman mazdoor Basic rate per 10 Sqmt. Top Coat in CM(1:1) Cost of Cement Cost of Black Oxide 1st Class Mason 2nd Class Mason Man mazdoor Woman mazdoor
0.15 108 0.33 0.77 0.5 1.1
Cu.m. Kgs Nos. Nos. Nos. Nos.
1656.92 2.93 224.00 206.00 224.00 224.00
1 1 1 1 1 1
Cu.m. Kgs Each Each Each Each
248.54 316.44 73.92 158.62 112 246.4 1155.92
0.21 151.2 0.66 1.54 0.5 3.2
Cu.m. Kgs Nos. Nos. Nos. Nos.
1656.92 2.93 224.00 206.00 224.00 224.00
1 1 1 1 1 1
Cu.m. Kgs Each Each Each Each
347.95 443.02 147.84 317.24 112 716.8 2084.85
3.15 15 0.33 0.77 0.5 1.1
Kgs Kgs Nos. Nos. Nos. Nos.
2.93 88 224.00 206.00 224.00 224.00
1 1 1 1 1 1
Kgs Kgs Each Each Each Each
9.23 1320 73.92 158.62 112 246.4 1920.17
DATA FOR GREEN BOARD Cost of Base Coat in CM (1:2) Cost of Top Coat 20mm thick Plastering in CM (1:2) Cost of chalk Board paint
4.03 3.6 0.43 4.03
Sqmts. Sqmts. Sqmts. Sqmts.
1155.92 1920.17 2084.85 384.4
10 10 10 10
Rate per Each Board rate per sqmt Add 14% over heads
Sqmts. Sqmts. Sqmts. Sqmts. Total Say
0.14
465.84 691.26 89.65 154.91 1401.66 1401.7 389.40 54.52 443.95
389.40 rate per sqmt
55
Painting with weather proof plastic emulson grade -1 paint to exterior faces of new walls with 3 coats of approved make shade and colour including self prime coat including cost and conveyence of all materials like plastic emulsinn paint of Grade-1 to site including cost of brushes scaffolding charges, lifiting charges and labour charges such as preparing the wall applying three coats of plastik emlsion etc., complete for finished item of work (APSS No 910,911 7 1201) in all floors Primary coat Lappam finish Ready mixed primer 1st class painter 2 nd class painter two coat of painting Plastic emulsion paint Grade-1 1 st class painter 2 nd class painter Add 14% over heads Rate per 1 sqm
0.100 0.070 0.021 0.049
Kg ltrs Nos Nos
300.00 255.00
30.00 17.85 4.70 10.09
0.090 0.036 0.084
ltrs Nos Nos
189.00
17.01 8.06 17.30 105.03 14.7 119.73
0.14
1 kg 1 ltr 224.00 each 206.00 each 1 ltr 224.00 each 206.00 each total
29
323823431.xls
E- DATA
Name of Work: Construction of Additional Infrastructure Facilities to GHS, Nallakunta, Musheerabad (M), Hyderabad.
Area allowence
0%
Overheads and contractors profit on materials
0%
Overheads and contractors profit on labour
0%
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
1
Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Make : Sudhakar/Maru plast/Avon plast
Amount Rs.
Remarks 6
Taking Output = 100 M a) Material elec-1.2.4
25mm dia 2mm thick PVC pipe
100 M
1
2500.00
2500.00
ele-1.2.39
25mm dia 1,2,3 & 4 way deep Junction Box
Each
12
20.00
240.00
elec-1.2.44
25mm PVC bends
Each
12
4.50
54.00 2794.00
Add contr profit @14% on material
0.00
0.00
Total material cost
2794.00
b) Labour charges : Skilled Electrician
day
2
224.00
448.00
Semi skilled Electrician
day
2
206.00
412.00
Helpers
day
2
206.00
412.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1272.00
C) Cost for 100 RM
0.00 4066.00
Rate per Metre = C/100
40.70
Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned wooden board / box.
2
Supply and Fixing of 25mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned TW box including all labour charges etc., complete. Make : Sudhakar/Maru plast/Avon plast Taking Output = 100 M a) Material
elec-1.2.3
25mm dia 1.5mm thick PVC pipe
elec-8.1.10
U' Links
100 M
1
1950.00
100 Nos
2
40.00
elec-1.4.12
80.00
8"x10" TW deep boxes
Each
2
40.00
80.00
ele-1.2.39
25mm dia 1,2,3 & 4 way deep Junction Box
Each
12
20.00
240.00
elec-1.2.44
25mm PVC bends
Each
12
4.50
54.00
kg
50
2.93
146.50
Cement
1950.00
2550.50 Add contr profit @14% on material
0.00
0.00
Total material cost
2550.50
b) Labour charges : Skilled Electrician
day
2
224.00
448.00
Semi skilled Electrician
day
2
206.00
412.00
Helpers
day
2
206.00
412.00
Mason Ist class
day
2
224.00
448.00
Page 30 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Remarks 6
0.00 4270.50
Rate per Metre = C/100
42.75
Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings Makes : Finolex / L&T/
The R&B Department Proposed Labour, for both piping & wiring considering 40% Labour, for Wire draw. Keeping this, the labour is proposed for wiring 100 RM.
Taking Output = 6 Points
Million / RPG/ paragon
a) Material elec-1.5.1
14/0.3mm PVC FR flexible copper wire
100 M
1
893.00
893.00
elec-1.7.1
6A Switch @17.50/each (olive model)
each
6
17.50
105.00
elec-1.7.15
6A 3 way Ceiling Rose@19/each
each
6
19.00
114.00
elec-1.4.19
25 x 20 cms (10" x8") Hylam sheet 3mm thick
no
1
40.00
40.00 1152.00
Add contr profit @14% on material
0.00
0.00
Total material cost
1152.00
b) Labour charges :
4
Skilled Electrician
day
0.6
224.00
134.40
Semi skilled Electrician
day
1.2
206.00
247.20
Helpers
day
0.6
206.00
123.60
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 505.20
0.00
C) Cost for 6 Points
1657.20
Rate per Point = C/6
276.20
Wiring with 2 runs of 1.0 Sqmm PVC insulated flexible copper cable, (phase,neutral) in the existing metalic/non metalic conduit pipe with 6A flush type two way switch control,ceiling rose and 3mm thick hylam sheet covering to MS Switch control box including all labour charges etc., for stir case as required Make: Finolex / L &T
Rate as per light point in Non Residental Building =276.2 For stair case 5
7
0.00 1720.00
C) Cost for 100 RM
3
Amount Rs.
1
Supply and run of 2 of 2.5 sq.mm PVC insulated flexible copper cable and one run of 1.0 sq.mm flexible copper wire for earthing in existing MS conduit pipe for circuits including labour charges (phase neutral and earth) etc., complete as required for switch board circuit mains. Make:Finolex / L&T.
Page 31 of 153
1.50
276.20
414.30
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks 6
elec-1.5.3
2 run of 2.5 sq.mm wire
1
2.00
2130.00
4260.00
elec-1.5.1
1 run of 1.00 sq.mm wire
1
1.00
893.00
893.00 5153.00
Add contr profit @14% on material
0.00
0.00
Total material cost
5153.00
Labour Charges Skilled Electrician (0.67 + 0.34)
day
1.01
224.00
226.24
Semi skilled Electrician (2 + 1)
day
3
206.00
618.00
Helpers (0.67 + 0.34)
day
1.01
206.00
208.06
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1052.30
Cost per 100 Rmt Rate per Meter= C/100 6
0.00 6205.30 62.10
Supply and 2 runs of 4.0 sq mm PVC insulated flexible copper cable and 1 run of 2.5 sq.mm flexible PVC insulated copper cable for earthing in the existing conduit pipe for power point including labour charges for 16A sockets. Make:Finolex / L&T.
elec-1.5.4
2 run of 4.0 sq.mm wire
1
2.00
3100.00
6200.00
elec-1.5.3
1 run of 2.50 sq.mm wire
1
1.00
2130.00
2130.00 8330.00
Add contr profit @14% on material
0.00
0.00
Total material cost
8330.00
Labour Charges
.
Skilled Electrician (1.0 + 0.34)
day
1.34
224.00
300.16
Semi skilled Electrician (3 + 1) Helpers (1.0 + 0.34)
day
4
206.00
824.00
day
1.34
206.00
276.04
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1400.20
Cost per 100 Rmt
9730.20
Rate per Meter= C/100 7
0.00 97.35
Supply & run of 2 of 6.0 Sqmm(84/0.3mm) PVC insulated flexible copper cable and one run of 2.5 Sqmm flexible PVC insulated copper cable for earthing in the existing conduit pipe for AC points & SDB's etc as required. Make:Finolex / L&T.
elec-1.5.5
2 run of 6.0 sq.mm wire
1
2.00
4715.00
elec-1.5.3
1 run of 2.50 sq.mm wire
1
1.00
2130.00
9430.00 2130.00 11560.00
Add contr profit @14% on material
0.00
0.00
Total material cost
11560.00
Labour Charges Skilled Electrician (1.0 + 0.34)
day
1.34
224.00
300.16
Semi skilled Electrician (3 + 1)
day
4
206.00
824.00
Helpers (1.0 + 0.34)
day
1.34
206.00
276.04
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Cost per 100 Rmt
0.00 1400.20
0.00 12960.20
Rate per Meter= C/100
129.65
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323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
8
Supply and run of 4 of 6 Sq mm PVC insulated flexible copper cable and 1 run of 2.5 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for Lighting Distribution boards. Make:Finolex / L&T.
Amount Rs.
Remarks 6
elec-1.5.5
4 run of 6.0 sq.mm wire
1
4.00
4715.00
18860.00
elec-1.5.3
1 run of 2.50 sq.mm wire
1
1.00
2130.00
2130.00 20990.00
Add contr profit @14% on material
0.00
0.00
Total material cost
20990.00
Labour Charges Skilled Electrician (2.0 + 0.34)
day
2.34
224.00
524.16
Semi skilled Electrician (6 + 1)
day
7
206.00
1442.00
Helpers (2.0 + 0.34)
day
2.34
206.00
482.04
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 2448.20
Cost per 100 Rmt Rate per Meter= C/100 9
0.00 23438.20 234.40
Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Residential Buildings. Makes : Finolex / L&T.
Taking Output = 7 Points a) Material elec-1.5.1
14/0.3mm PVC FR flexible copper wire
100 M
1
893.00
893.00
elec-1.7.1
6A Switch @17.50/each(olive mode)
each
7
17.50
122.50
elec-1.7.15
6A 3 way Ceiling Rose@19/each
each
7
19.00
133.00
elec-1.4.19
25 x 20 cms (10" x8") Hylam sheet 3mm thick
No
1
40.00
40.00 1188.50
Add contr profit @14% on material
0.00
0.00
Total material cost
1188.50
b) Labour charges : Skilled Electrician
day
0.7
224.00
156.80
Semi skilled Electrician
day
1.4
206.00
288.40
Helpers
day
0.7
206.00
144.20
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
C) Cost for 7 Points
0.00 589.40
0.00 1777.90
Rate per Points = C/7
254.00
Page 33 of 153
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323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
1
1.50
254.00
381.00
9
Amount Rs.
Remarks 6
Wiring with 2 runs of 1.0 Sqmm PVC insulated flexible copper cable, (phase,neutral) in the existing metalic/non metalic conduit pipe with 6A flush type two way switch control,ceiling rose and 3mm thick hylam sheet covering to MS Switch control box including all labour charges etc., for stir case in residential building as required Make: Finolex / L &T
Rate as per light point in Non Residental Building =254 For stair case 10
Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete. Makes : Gold Medal Olive /Million, Zoom / Vimal Opel Taking Output = each a) Material
elec-1.7.4
6A 3 pin / 2 pin Socket
each
1
25.00
25.00
elec-1.7.1
6A switch ( olive model)]
each
1
17.50
17.50
Add contr profit @14% on material
0.00
42.50 0.00
Total material cost
42.50
b) Labour charges :
.
Skilled Electrician
day
0.067
224.00
15.01
Helpers
day
0.067
206.00
13.80
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 28.81
Rate per each
0.00 71.35
Note : Labour Charges proposed for 1point considering 15 per day
11
Wiring with 2 of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R. flexible copper cable (ISI MARK) in existing pipe with 6A switch control and 3/2 pin sockets fixing on separate board including all labour charges etc., complete. Makes : Gold Medal /Million / Vimal / Taking Output = 15 Points a) Material
elec-1.5.1
14/0.3mm PVC FR flexible copper wire
100 M
1
893.00
893.00
elec-1.7.1
6Aswitches @17.50/each(olive model)
each
15
17.50
262.50
elec-1.7.4
6A 3 pin / 2 Pin Socket
each
15
25.00
375.00 1530.50
Add contr profit @14% on material
0.00
0.00
Total material cost
1530.50
b) Labour charges : Skilled Electrician
day
1.5
224.00
336.00
Semi skilled Electrician
day
1.5
206.00
309.00
Helpers
day
1.5
206.00
309.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
C) Cost for 15 Points
0.00 954.00
0.00 2484.50
Rate per Points = C/15
165.65
Page 34 of 153
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323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
12
Supply and Fixing of 16A 3pin and 6A 3pin plug socket with and 16A switch control duly recessed in wall with MS switch deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete. Makes : Gold Medal /Million / Vimal
150.00
Amount Rs.
Remarks 6
Taking Output = each a) Material elec-1.3.5
20 x 15 cms (8" x6") MS switch deep box
each
1
150.00
elec-1.4.18
21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam sheet
each
1
24.00
24.00
elec-1.7.11
16A 3 pin / 6A 3pin plug socket (5 in 1)
each
1
130.00
130.00 304.00
Add contr profit @14% on material
0.00
0.00
Total material cost
304.00
b) Labour charges : Skilled Electrician
day
0.1
224.00
22.40
Semi Skilled Electrician
day
0.1
206.00
20.60
Helpers
day
0.1
206.00
20.60
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 63.60
Rate per each
0.00 367.60
Note : Labour Charges proposed for 10 jobs per day
13
Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.1
14/0.3mm FR PVC copper cable
100 M
Add contr profit @14% on material
1
893.00
0.00
893.00 0.00
Total material cost
893.00
b) Labour charges : Skilled Electrician
day
0.34
224.00
76.16
Semi Skilled Electrician Helpers
day
1
206.00
206.00
day
0.34
206.00
Add area allowence on labour charges @
0%
70.04
Add contr profit @14% on Labour
0%
0.00 352.20
C) Cost for 100 RM
0.00 1245.20
Rate per Metre = C/100
12.50
Note : Labour Charges considered for 150 M / day 14
Supply and run of 2 of 36/0.3mm (2.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.3
36/0.3mm (2.5 sqmm) FR PVC copper cable Add contr profit @14% on material
100 M
2
2130.00
0.00
4260.00 0.00
Total material cost
4260.00
b) Labour charges : Skilled Electrician
day
0.67
224.00
150.08
Semi Skilled Electrician
day
2
206.00
412.00
Page 35 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Helpers
day
0.67
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Amount Rs.
Remarks 6
138.02 0.00
700.10
C) Cost for 100 RM
0.00 4960.10
Rate per Metre = C/100
49.65
Note : Labour Charges considered for 150 M / day 15
Supply and run of 2 of 56/0.3mm (4 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.4
56 /0.3mm (4 sqmm)FR PVC flexible copper cable Add contr profit @14% on material
100 M
2
3100.00
0.00
6200.00 0.00
Total material cost
6200.00
b) Labour charges : Skilled Electrician
day
1
224.00
224.00
Semi Skilled Electrician
day
3
206.00
618.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1048.00
C) Cost for 100 RM
0.00 7248.00
Rate per Metre = C/100
72.50
Note : Labour Charges considered for 100 M / day 16
Supply and run of 2 of 84/0.3mm (6.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.5
84 /0.3mm (6 Sq.mm) FR PVC flexible copper cable. Add contr profit @14% on material
100 M
2
4715.00
0.00
9430.00 0.00
Total material cost
9430.00
b) Labour charges : Skilled Electrician
day
1
224.00
224.00
Semi Skilled Electrician
day
3
206.00
618.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1048.00
C) Cost for 100 RM
0.00 10478.00
Rate per Metre = C/100
104.80
Note : Labour Charges considered for 100 M / day 17
Supply and run of 2 of 140 /0.3mm (10 Sq.mm) F.R PVC insulated flexible copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.6
140/0.3 (10 Sq.mm) FR PVC flexible copper cable Add contr profit @14% on material
100 M
2
7330.00
0.00
14660.00 0.00
Total material cost
14660.00
b) Labour charges : Skilled Electrician
day
1
224.00
224.00
Semi Skilled Electrician
day
3
206.00
618.00
Page 36 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Helpers
day
1
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Amount Rs.
Remarks 6
206.00 0.00
1048.00
C) Cost for 100 RM
0.00 15708.00
Rate per Metre = C/100
157.10
Note : Labour Charges considered for 100 M / day 18
Supply and run of 2 of 126 /0.4mm (16 Sq.mm) F.R PVC insulated flexible copper cable in existing pipe for mains including all labour charges etc., complete. Makes : Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.7
126/0.4mm (16 Sq.mm) FR PVC flexible copper cable Add contr profit @14% on material
100 M
2
11725.00
0.00
23450.00 0.00
Total material cost
23450.00
b) Labour charges : Skilled Electrician
day
1
224.00
224.00
Semi Skilled Electrician
day
3
206.00
618.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1048.00
C) Cost for 100 RM
0.00 24498.00
Rate per Metre = C/100
245.00
Note : Labour Charges considered for 100 M / day
19
Supply and run of 4 of 10 Sq mm PVC insulated flexible copper cable and 1 run of 4.00 Sq mm flexible PVC insulated flexible copper cable in the existing conduit pipe for run of mains from main panel board to TPN DB'S with pin type lugs and connections etc.,complete for PDB's and AC DBS Make:Finolex / L&T. Taking Output = 100 M a) Material
elec-1.5.6
126/0.4mm (10 Sq.mm) FR PVC flexible copper cable
100 M
4
7330.00
29320.00
elec-1.5.4
1 run of 4.0 sq.mm wire
100
1.00
3100.00
3100.00
Add contr profit @14% on material
0.00
32420.00 0.00
Total material cost
32420.00
b) Labour charges : Skilled Electrician (2.0 + 0.5)
day
2.5
224.00
560.00
Semi skilled Electrician (6 + 1.5)
day
7.5
206.00
1545.00
Helpers (2.0 + 0.5)
day
2.5
206.00
515.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 2620.00
0.00
Sundries C) Cost for 100 RM
35040.00
Rate per Metre = C/100
350.40
Note : Labour Charges considered for 100 M / day 20
Supply and fixing Distribution board with 20A single phase plug and Socket, in sheet steel enclosure with 10/16/20A SP MCB including internal connection and labour charges for flush mounting etc., complete Makes : MDS / GE/ L&T Hager / Seimens/Schneider. a) Material
Page 37 of 153
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323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
1 Phase Distribution board with 20A plug and socket.
Nos
1
818.00
818.00
10/16/20A SP MCB
Nos
1
184.00
184.00
Add contr profit @14% on material
0.00
elec-2.93.36 ele-2.9.1
Amount Rs.
Remarks 6
7
1002.00 0.00
Total material cost
1002.00
b) Labour charges : Skilled Electrician
Nos
0.25
224.00
56.00
Semi skilled Electrician
Nos
0.25
206.00
51.50
Helpers
Nos
0.25
206.00
51.50
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Sundries such as Cement, Sand, T.W. Plugs, Screws etc.,
LS
0.00 159.00
0.00 130.00
Rate per each
1291.00
Note : 1. Labour Charges considered for 4 jobs / day 2. For concealing, add the following: a
1No. Semi skilled mason
b
1/4 bag cement
21
Supply and fixing TPN Distribution board with IP-43 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for flush mounting etc., complete. Makes: MDS / GE/ L&T Hager / Seimens/Schneider.
A
40A FP Isolator - 1 No for incomer, MCBs - 12Nos for outgoing.
10kA-6-32A SP
Taking Output = each a) Material elec-2.93.22
4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.
each
1
2261.00
2261.00
elec-2.91.6
40A, 4 Pole Isolator
each
1
731.00
731.00
elec-2.9.1
10kA - 6-32A range SP MCBs
each
12
184.00
2208.00
Add contr profit @14% on material
0.00
5200.00 0.00
Total material cost
5200.00
b) Labour charges : Skilled Electrician
day
0.5
224.00
112.00
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
524.00
0.00
Sundries such as TW Plugs, Screws Cement etc,
LS
14.00
14.00
0.00
Rate per each
5738.00
Note : Labour Charges considered for 2 jobs / day B
63A FP Isolator - 1 No for incomer, MCBs - 12Nos for outgoing.
10kA-6-32A SP
Taking Output = each a) Material elec-2.93.22
4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.
each
1
2261.00
elec-2.91.7
63A, 4 Pole Isolator
elec-2.9.1
10kA - 6-32A range SP MCBs
2261.00 L&T Hager
each
1
800.00
800.00 L&T Hager
each
12
184.00
2208.00 L&T Hager 5269.00
Add contr profit @14% on material
0.00
Page 38 of 153
0.00
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Total material cost
Amount Rs.
Remarks 6
7
5269.00
b) Labour charges : Skilled Electrician
day
0.5
224.00
112.00
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
524.00
0.00
Sundries such as TW Plugs, Screws Cement etc,
LS
14.00
14.00
0.00
Rate per each
5807.00
Note : Labour Charges considered for 2 jobs / day B -2
80A FP Isolator - 1 No for incomer, MCBs - 12Nos for outgoing.
10kA-6-32A SP
Taking Output = each a) Material elec-2.93.22
4way TPN, D.B with IP-43 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.
each
1
2261.00
2261.00
elec-2.91.8
80A, 4 Pole Isolator
each
1
846.00
846.00
elec-2.9.1
10kA - 6-32A range SP MCBs
each
12
184.00
2208.00
Add contr profit @14% on material
0.00
5315.00 0.00
Total material cost
5315.00
b) Labour charges : Skilled Electrician
day
0.5
224.00
112.00
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
524.00
Sundries such as TW Plugs, Screws Cement etc,
LS
14.00
0.00
Rate per each
0.00 14.00 5853.00
Note : Labour Charges considered for 2 jobs / day 22
Supply and fixing SPN Distribution board with IP-43 protection (Metal Door) suitable for single phase ELCB / RCCB/DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete. Makes: MDS /L&T Hager / Havells
B
40A DP Isolator / RCCB / ELCB - 1 No for incomer, 32A SP MCBs - 6Nos for outgoing.
6-
Taking Output = each a) Material elec-2.93.5
SPN 8 way D.B with IP-43 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.
each
1
1113.00
1113.00 L&T Hager
elec-2.91.2
40A D.P.Isolator
each
1
329.00
329.00 L&T Hager
elec-2.9.1
10 kA - 6-32A range SP MCBs
each
6
184.00
1104.00 L&T Hager 2546.00
Add contr profit @14% on material
0.00
0.00
Total material cost
2546.00
b) Labour charges : Skilled Electrician
day
0.5
224.00
112.00
Semi Skilled Electrician
day
0.5
206.00
103.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Page 39 of 153
0.00
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks 6
Add contr profit @14% on Labour
0%
421.00
0.00
Sundries such as hardware, cement etc,
LS
5.00
5.00
Rate per each
2972.00
Note : Labour Charges considered for 2 jobs / day
23
Supply and fixing TPN - Vertical type Distribution board with IP -43 Protection with 125A, 4 Pole 25 kA MCCB as incomer with 4Nos 63A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for flush mounting etc., complete. Makes: MDS/ L&T Hager
B
8 way TPN Vertical DB a) Material 8 Way TPN Vertical DB with IP -43 (Metal door) protection suitable for 125A, 4 Pole, 25kA MCCB as incomer.
Nos
1
8917.00
elec-2.8.2
125 Amps, 4 Pole , 25 kA MCCB
Nos
1
6750.00
6750.00
elec-2.9.6
10 kA, 63A TP MCBs:
Nos
8
1328.00
10624.00
elec-2.9.1
10kA, 6 to 32A SP MCBs: Rs.184 / Each
Nos
0
184.00
elec-2.93.35
8917.00
0.00 26291.00
Add contr profit @14% on material
0.00
0.00
Total material cost
26291.00
b) Labour charges : Skilled Electrician
day
1
224.00
224.00
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
1
206.00
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
636.00
0.00
Sundries such as T.W. Plugs, Screws, Cement etc.,
LS
19.00
19.00
0.00
Rate per each
26946.00
Note : 1. Labour Charges considered for 1 jobs / day 2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add skilled the following: a 1No. Semi mason b
1/4 bag cement
24 Supply, installation, commissioning of 3Phases, neutral 415V, free standing type cubical panel board made of 16 Gauge CRCA sheet steel, the panel shall be painted after processing 7 tank process with RAL 7032 siemens grey. The panel shall be consisting of suitable rating of allumunium bus bars ( At the rating of 0.8 A/Sq.mm) supported with DMC/SMC and colour coded with heat shrinkable sleeves. The bus bars fault level shall be 50 KA and shall be as per requirement of local CEIG, fire regulations, other authorities etc. Panel shall be suitable for accomdating the following switch gears including supply of all components, hard wares etc including all necessary civil works, adequate reinforcement foundation bolts suitable G.I earth strip , 100 x 50mm MS base channel, earth bar, door loop earthings . Bus bar to switch interconnections,
Page 40 of 153
Say
26946.00
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks 6
All cables shall have proper cable entry,gland plates, suitable size of glands, earth tags for glands, lugs, cadmium plated nuts , bolts, feeder identification marks, shall be installed on performed trench and consisting of the following as required and as per IS standards and panel should be manufactures only from panel builds with CPRI Test certificate. 250 A Aluminium Bus Bar with colour code. Internal wiring with approved make cable Earthing: Providing 50x6 mm G.I flat Incommer: . elec-2.1.5 250A TPN switchs with fuse L&T make.- 1 No.
1
7600
7600
elec-2.5.4 250A HRC Fuse links
3
330
990
elec-6.3.3 0- 250 A Digital Ammeter . - 1 No.
1
2500
2500
elec-6.3.8 Ammeter selector switch - 1 No.
1
175
175
elec-6.3.1 0-500V Digital Volt meter - 1 No.
1
2500
2500
elec-6.3.8 Voltmeter selector switch - 1 No.
1
175
175
elec-6.3.9 R, Y, B Indication lamps LED type, puse buttons.
3
135
405
6
450
2700
3
83
249
3
45
135
2025
20250
Metering Set:
elec-6.3.10 250 /5A C.T coils : 2 sets 216 20A Bakelite fuse fittings - 3 Nos. elec-2.5.1 2A HRC fuse link - 3 Nos: Outgoing :
10
elec-2.1.2 63A TPN SFU -10 NOS - L&T Make
37679
Sub TOTAL:
9419.75
Bus bars and insulators 25%
16955.55
Cost of enclosure @ 45%
3767.90
Bus bars and insulators 10% Control wiring, Labour charges for errection of switch gear, Job panel board including all labour charges etc complete with connections for finished item of work including transportation charges.5%
1
1883.95
565.19
L.S Towards unforseen items and rounding off
70271.34 Add contr profit @14% on material
0.00
0.00 70271.35
Total material cost 26
Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.
a) Material Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.6 x 0.9 m
cum
0.85
108.29
92.05
Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)
cum
0.9
108.29
97.46
1
25.00
25.00
2.5
#REF!
#REF!
25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling 40mm dia 'B' Class G.I pipe
Mtr
Page 41 of 153
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323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length
Each
1
75.00
75.00
Drilling of 16 Nos through holes of 12mm dia to G.I pipe
Each
16
5.00
80.00
elec-8.1.12
G.I Nuts, Bolts an Washers 18" dia hume pipe ring
Amount Rs.
Remarks 6
Set
4
12.00
48.00
Each
1
100.00
100.00 320.00
elec-8.1.16
Hard Coke
Kg
40
8.00
elec-8.1.17
Salt
Kg
20
4.00
80.00 #REF!
Add contr profit @14% on material
0.00
#REF!
Total material cost
#REF!
b) labour charges for fixing pipe ring and connections
Each
Semi skilled Electrician
Nos
0.5
206.00
103.00
Helpers
Nos
0.5
206.00
103.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 206.00
0.00
Sundries Rate per each
27
#REF! Say
#REF!
572.00
Supply and Run of No.8 SWG G.I wire including cost of all accessories and labour charges etc., complete. a) Material
elec-8.1.45
No.8 SWG G.I wire 100 M Length (0.104 Kg / Mtr)
elec-8.1.10
U' Nails
Kg
10.4
55.00
100Nos
1.5
40.00
60.00 632.00
Add contr profit @14% on material
0.00
0.00
Total for material
632.00
b) labour charges Helpers
day
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
2
206.00
0.00 412.00
C) Cost for 100 M
elec-3.6.8 elec-3.7.16 elec-8.1.35
0.00 1044.00
Rate per mtr c/100
28
412.00
10.45
Supply, Transportation and fixing of 4' - 40 Watt box type flourescent single Tube Light fitting with Energy saving electronic ballast suitable for 40 Watt tube on varnished teak wood round blocks with flexible 3 core wire etc.,, complete with all connections including cost of 40W tube. The fitting shall be under warranty for three years. Makes: Crompton/Bajaj/Surya/Havells.
a) Material 4' x 40 watts box type flourscent light fitting. Lamp cost of 40W Tw Round blocks Rate per each
each each each
Add contr profit @14% on material
0.00
Total for material
1 1 2
810.00 45.00 6.00
810.00 45.00 12.00 867.00 0.00 867.00
Page 42 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
29
Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation). Makes : Gold Medal /Million / Vimal
Amount Rs.
Remarks 6
Taking Output = each a) Material elec-1.7.16
PVC batten holder
each
1
elec-3.7.1
40W bulb
each
1
19.00 12.00
elec-1.7.15
Deduct Cost of Ceiling Rose
each
1
-19.00 12.00
Add contr profit @14% on material
0.00
0.00
Total for material
12.00
b) Labour charges : Skilled Electrician
day
0.05
224.00
11.20
Helpers
day
0.05
206.00
10.30
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 21.50
Rate per each
0.00 33.50
Note : 1. The Cost of Ceiling Rose may be deducted in view of holder. 2. Labour Charges proposed for 20 jobs per day
30
Supply and fixing of call bell of Anchor/Goldmedal/Million make on 6"x8" decolam block including giving connections, cost of all accessories and labour charges etc., complete. Taking Output = each a) Material
elec-1.7.22
Call bell
each
1
50
50.00
elec-1.4.25
8"x6" decolam block
each
1
36
36.00 86.00
Add contr profit @14% on material
0.00
0.00
Total for material
86.00
b) Labour charges : Skilled Electrician
day
0.062
224
13.89
Helpers
day
0.062
206
12.77
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 26.66
Rate per each
31
0.00 112.70
Supply and fixing of Ding dong of Anchor/Goldmedal/Million make on 6"x8" decolam block including giving connections, cost of all accessories and labour charges etc., complete. Taking Output = each a) Material
elec-1.7.24 Ding dong bell
each
1
90
90
elec-1.4.25 6"x8" decolam block
each
1
36
36 126
Add contr profit @14% on material
0.00
Total material cost
0.00 126
b) Labour charges :
Page 43 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Skilled Electrician
day
0.062
224
13.89
Helpers
day
0.062
206
12.77
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
elec-5.1.3
6
0.00 152.70
Supply of 1200 mm (48") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories. Makes: Crompton Aura / Bajaj R Gold / Havells Festiva / Usha Premium. a) Material 1200 mm (48") Ceiling Fan Transportation Charges on Unit Cost
each
Add contr profit @14% on material Total material cost 33
Remarks
0.00 26.66
Rate per each 32
Amount Rs.
1 1%
1600.00 16.00
1600 16.00 1616.00 0.00 1616.00
1
156.00
156.00
0.00
Supply and erecting Electronic type regulator for ceiling fans 1200 mm sweep complete erected on existing board. a) Material
elec-1.7.13
Electronics type Regulator
M
Add contr profit @14% on material
0.00
0.00 156.00
Total material cost b) Labour charges. Semi skilled Electrician
day
0.1
206.00
20.60 21.20
Sundries. Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 41.80
Rate per Each
0.00 197.80
Note : Labour is Considered for 10 jobs / day 34
Labour Charges Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete. a) Material
elec-1.6.8
23/0060 Twin Core wire
M
1
9.00
9.00
Unforseen item works, such as painting to down rod, screws etc.,
LS
1
3.00
3.00 12.00
Add contr profit @14% on material
0.00
0.00 12.00
Total for material b) Labour charges. Skilled Electrician
day
0.125
224.00
28.00
Helper
day
0.125
206.00
25.75
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Rate per Each
0.00 53.75
0.00 65.75
Note : Labour is Considered for 8 fans / day
Page 44 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
35
Supply of fresh air exhaust fan of heavy duty 250V A.C.50Hz.. 300mm size (12") 900 R.P.M etc., complete. Makes: CG / Bajaj / Havells/ Orient.
1
2300.00
1%
23.00
Amount Rs.
Remarks 6
a) Material elec-5.1.14
300mm (12") H.D. Exhaust Fan
each
Transportation Charges on Unit Cost Rate per Each
23.00 2323.00
Add contr profit @14% on material
0.00
0.00
Total for material 36
2300.00
2323.00
Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete a) Material
elec-1.6.8
23/0060 Twin flat wire
M
1
9.00
9.00
Cement
kg
25
4.40
110.00 119.00
Add contr profit @14% on material
0.00
0.00
Total for material
119.00
b) Labour charges. Skilled Electrician
day
0.25
224.00
56.00
Helper
day
0.25
206.00
51.50
Mason
day
0.25
206.00
51.50
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Sundries such as Sand, Bolt, Nuts etc.,
LS
0.00 159.00 1
24.34
Rate per Each
0.00 24.34 302.35
Note :1. Labour is Considered for 6 jobs / day 2. Cost of louver shutter may be added if required. 3. If hole is already made available, labour charges of Mason shall be deleted.
37
Supply of 1x40W weather proof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete. Makes: Phillips / GE / Wipro a) Material
elec-3.1.1
1x40W WP flourscent street light fitting.
each
1
1390.00
elec-3.7.16
Lamp cost of 40W
each
1
45.00
1390.00 45.00 1435.00
Add contr profit @14% on material
0.00
0.00
Total for material 38
1435.00
Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete. a) Material
BMW-F.83
25mm dia G.I pipe (Civil SSR 282)
M
1
#REF!
#REF!
elec-1.6.8
23/0060 twin core flexible copper cable
M
2
9.00
18.00
Pipe bending charges
LS
1
25.00
25.00
M.S flat and welding charges
LS
1
35.00
35.00
Page 45 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks 6
#REF! Add contr profit @14% on material
0.00
#REF!
Total for material
#REF!
b) Labour charges Skilled Electrician/carpenter
day
0.2
224.00
44.80
Mason
day
0.2
224.00
44.80
Semi skilled Electrician / Helper
day
0.2
206.00
41.20
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 130.80
Rate per each
0.00 #REF!
Note : Labour Charges considered for 5 fixtures / day . Total cost including fixing 1635.90+503.58 39
#REF!
Supply of Integral street light luminaire of 150W HPSV lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W HPSV lamp etc., complete. Makes: Phillips / GE. a) Material
elec-3.1.13
150W HPSV Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics
each
1
5484.00
elec-3.4.10
150W HPSV lamp
each
1
710.00
5484.00
710.00 6194.00
Add contr profit @14% on material
40
0.00
0.00
Total for material
6194.00
Rate per each
6194.00
Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete. a) Material
BMW-F.87
40mm G.I pipe for Bracket (Civil SSR 286)
M
1
#REF!
2.5 Sq.mm flexible copper cable
M
4
21.30
#REF! 85.20 #REF!
Add contr profit @14% on material
0.00
#REF! #REF!
Pipe bending charges
LS
1
25.00
25.00
Skilled Electrician
day
0.25
224.00
56.00
Carpenter
day
0.25
224.00
56.00
Helper
day
0.25
206.00
51.50
Welder
day
0.25
224.00
56.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
b) Labour charges for Antitiling MS flat / welding charges & fixing
0.00 163.50
Rate per each
0.00 #REF!
Note : Labour Charges considered for 4Nos MV / SV / MH in a day
Page 46 of 153
Say
#REF!
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
41
Supply and laying of 2 pair telephone wire in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: million/payal/goldmedal/powerflex
100 M
1
1010.00
Amount Rs.
Remarks 6
Taking Output = 100 M a) Material elec-7.1.1
2 pair telephone wire Add contr profit @14% on material
0.00
1010.00 0.00
Total for material
1010.00
b) Labour charges : Skilled Electrician
day
0.34
224.00
76.16
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
0.34
206.00
70.04
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 352.20
0.00
Sundries C) Cost for 100 RM
1362.20
Rate per Metre = C/100
13.65
Note : Labour Charges considered for 150 M / day
42
Supply and fixing of telephone jack type socket with top on MS box with modular plate cover with screws connections etc., Makes: Gold Medal Olive / Million zoom Taking Output = 100 M a) Material
elec-1.7.18
telephone jack type socket
1
44.00
44.00
elec-1.3.1
MS box
1
50.00
50.00
elec-1.4.22
4x4 sunglass delux board
1
12.00
12.00 106.00
Add contr profit @14% on material
0.00
0.00
Total for material
106.00
b) Labour charges : Skilled Electrician
day
0.1
224.00
22.40
Semi Skilled Electrician
day
0.1
206.00
20.60
Helpers
day
0.1
206.00
20.60
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 63.60
0.00
Sundries C) Cost for each 43
169.60
Supply and laying of LAN cable Cat-6(A) UTP CABLE in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes:D Link/Finolex Taking Output = 100 M a) Material
elec-7.1.4
cat-6 UTP LAN cable
100 M
Add contr profit @14% on material
1
2580.00
0.00
2580.00 0.00
Total for material
2580.00
b) Labour charges : Skilled Electrician
day
0.34
224.00
76.16
Semi Skilled Electrician
day
1
206.00
206.00
Page 47 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Helpers
day
0.34
206.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Amount Rs.
Remarks 6
70.04 0.00
352.20
0.00
Sundries C) Cost for 100 RM
2932.20
Rate per Metre = C/100
29.35
Note : Labour Charges considered for 150 M / day 44
Supply and fixing of cat-6 RJ-45information outlets including dual face plate with MS box with modular plate cover with screws connections etc., Makes: Belden/D link/Legrand a) Material
elec-7.1.5
cat-6 RJ 45 information oulet
1
340.00
340.00
elec-1.3.1
MS box
1
50.00
50.00 0.00 390.00
Add contr profit @14% on material
0.00
0.00
Total for material
390.00
b) Labour charges : Skilled Electrician
day
0.2
224.00
44.80
Semi Skilled Electrician
day
0.2
206.00
41.20
Helpers
day
0.12
206.00
24.72
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 110.72
0.00
Sundries C) Cost for each 45
500.75
Supply and laying of RG 6 Co-axil cable in the existing metallic/non metallic conduit pipe with connections etc.,complete Makes: Million/Gold medal/payal/power flex/sunlight Taking Output = 100 M a) Material
ELEC-7.1.3
RG6 CO-AXIL CABLE
100 M
Add contr profit @14% on material
1
1700.00
0.00
1700.00 0.00
Total for material
1700.00
b) Labour charges : Skilled Electrician
day
0.34
224.00
76.16
Semi Skilled Electrician
day
1
206.00
206.00
Helpers
day
0.34
206.00
70.04
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 352.20
0.00
Sundries C) Cost for 100 RM
2052.20
Rate per Metre = C/100
20.55
Note : Labour Charges considered for 150 M / day 46
Supply and fixing of TV antenna outlet with MS box with cover with screws connections etc., Makes: Goldmedal olive/Million zoom/Vimal opel/Maru montero/Anchor a) Material
Page 48 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Amount Rs.
Remarks 6
elec1.7.19
TV socket outlet
1
26.00
26.00
elec-1.3.1
MS box
1
50.00
50.00
elec-1.4.22
sunglass delux board
1
12.00
12.00
7
88.00 Add contr profit @14% on material
0.00
0.00
Total for material
88.00
b) Labour charges : Skilled Electrician
day
0.04
224.00
8.96
Semi Skilled Electrician
day
0.04
206.00
8.24
Helpers
day
0.04
206.00
8.24
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 25.44
0.00
Sundries C) Cost for each 47
elec-4.1.28
113.45
Supply of the following PVC XLPE armoured cable 1100 V. Grade with ISI mark stranded / solid, aluminimum conductor complete Make: Universal / NICCO/ TORRENT/CCI. 3.5 Core 50.00 Sq.mm.
Rmt
Add contr profit @14% on material
0.00
1
274.00
0.00
Total for material elec-4.1.25
274.00
3.5 Core 35.00 Sq.mm.
Rmt
Add contr profit @14% on material
0.00
1
207.00
207.00
3.5 Core 25.00 Sq.mm.
Rmt
Add contr profit @14% on material
0.00
1
174.00
174.00
4.0 Core 16.00 Sq.mm.
Rmt
Add contr profit @14% on material
0.00
1
136.00
136.00 0.00
Total for material 48
174.00 0.00
Total for material elec-4.1.19
207.00 0.00
Total for material elec-4.1.22
274.00
136.00
Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with b
a) Material Excavation of earth 100 x 0.3 X 0.9 m
cum
27
108.29
2923.83
Cost of bricks (Civil SSR)
1000 Nos
0.92
3501.53
3221.41
Cost of sand (Civil SSR)
cum
6
1656.92
9941.52
Kg
25
2926.52
Cost of cable route indicator
each
12
75.00
Add contr profit @14% on material
0.00
Cement (Civil SSR) elec-8.1.30
73.16 900.00 17059.92 0.00
Total for material
17059.92
b) Labour charges for laying cable. Man Mazdoor for spreading the sand and back filling the excavated soil.
Page 49 of 153
each
2.5
206.00
515.00
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Skilled Electrician
day
1
224.00
224.00
Helper
day
2
206.00
412.00
Man Mazdoor for concreting and embedding of cable way indicators day
2
206.00
412.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Remarks 6
0.00 1048.00
0.00 5.00
Sundires and Rounding off Rate per 100mts
18627.92 186.30
Rate per Mtr 49
Amount Rs.
Labour charges for run of U.G cable on wall with necessary fixing arrangments such clamps,wooden separators etc., (as departmental official) with No.10 SWG G.I connections for the cables.
/ existing pipe as saddles, directed by wire for eath
a) Material elec-8.1.8
Wooden separators
each
200
1.50
300.00
elec-1.1.38
saddles of required size
100 nos
2
375.00
750.00
elec-1.4.34
12mm screws
100 nos
4
50.00
200.00
elec-8.1.45
No.10 SWG GI wire
kg
7
55.00
385.00 1635.00
Add contr profit @14% on material
0.00
0.00
Total material cost
1635.00
b) Labour charges Skilled Electrician
day
1
224.00
224.00
Helper
day
4
206.00
824.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1048.00
Sundires such as Cement, Sand etc.,
21.00 2704.00
Rate per Each
27.05
Note : Labour Charges Considered for 100 Mts / day
50
0.00
Supply and Fixing of 3 phase meter Box, 3 Nos 100 A fuse units, Neutral link, on T.W block with all accessaries etc., complete for finished items of work. a) Material
elec-2.6.4 elec-1.4.7
100 A Fuse units
each
3
405.00
1215.00
100 A neutral links
each
1
118.00
118.00
T.W blocks ( 12" x 15" )
each
1
90.00
90.00 1423.00
Add contr profit @14% on material
0.00
0.00
Total for material
1423.00
b) Labour charges Skilled Electrician
day
1
224.00
224.00
Helper
day
4
206.00
824.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Sundires such as Cement, Sand etc.,
0.00 1048.00
0.00 50.00
Rate per Each
2521.00
Page 50 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
51
Supply and Fixing of Single phase energy meterof 20A rating in a M.S Box,including 1 No 32 A fuse units, Neutral link etc. on T.W block with all accessaries etc., complete for finished items of work. Make: Hpl/Conzeru/AE makes
1012.00
Amount Rs.
Remarks 6
a) Material elec-6.3.11
Single phase energy meterof 20A rating
each
1
1012.00
elec-2.6.1
32 A Fuse units
each
1
80.00
80.00
MS box 300mmx450mm
each
1
218.00
218.00
Add contr profit @14% on material
0.00
1310.00 0.00
Total for material
1310.00
b) Labour charges Skilled Electrician
day
1
224.00
224.00
Helper
day
0.33
206.00
67.98
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 291.98
Sundires such as Cement, Sand etc.,
50.00
Rate per Each
52
0.00 1652.00
Supply and erecting ISI Mark 25 Ltrs Water heater with multiple safety system, rust free ABS plastic body, 230V, 50Hz.., A.C. supply with inlet and outlet connections with pvc/ nylon / metallic hose pipe, thermostat control and thermal cutoff with 3 core P.V.C. flexible wire leads duly tested including cost of all materials and all labour charges etc., complete. Make: VENUS / RACOLD / BAJAJ / V-GUARD / CROMPTON. a) Material
elec-5.2.3
25 ltr water heater
each
transportation charges on unit cost elec-5.3.4
1
8050.00
161.00
2%
Hose pipe PVC/Nylon
nos
Add contr profit @14% on material
0.00
2
8050.00
110.00
220.00 8431.00 0.00 8431.00
Total for material b) Labour charges Skilled Electrician
day
0.25
224.00
56.00
Helper
day
0.25
206.00
51.50
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 107.50
Sundires such as anchor bolts ,gutties etc.,
0.00 25.00 8563.50
53
Supply,Transportation and erection of self contained drinking Water Cooler partial stainless steel confirming to IS : 1475 / 78 with amendment No. 1 to 7 with 40 Lts cooling capacity and 80 Lts of storage capacity for operation on 230V + 10%, 50 Hz.. single Phase A.C. Supply. (Make: USHA/VOLTAS/BLUE STAR)
a) Material As per MR
1
Page 51 of 153
34325.00
34325.00
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Rate per Each
54
Amount Rs.
Remarks 6
7
34325.00
Supply and fixing of concealed box PVC/MS with hook for fan A.Material
elec-8.1.28
Fan hook box
each
Add contr profit @14% on material
0.00
1
100.00
100.00 0.00
Total for material
100.00
b) Labour charges Skilled Electrician
day
0.05
224.00
11.20
Helper
day
0.05
206.00
10.30
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 21.50
Rate for each
0.00 121.50
Standard Data - Electrical Items For External electrification Specification No.
Description
1
Supply, fabrication of 175x85 ISMB RS Joist for single pole (box type)structure for transformer with support angles,mounting clamps,hardwares etc with one coat of red-oxide primer with two coats of aluminium enamel paint complete for finished item
Unit
Quantity
Rate Rs.
Amount Rs.
175x85 RS joist (
[email protected] kg per mtr) 2lengths for box type
kg
372.4
36.40
13555.36
Base plate 600x600x8mm MS plate(@62.80 kg /sq mtr)
kg
37.68
38.53
1451.88
100x50 ISMC cross arms insulators(@9.56kg/mtr-5mtr
kg
47.8
32.53
1555.02
Clamps of 50x6 ms flat(@3,85kg/mtr
kg
12
32.53
390.38
Support cleets of35x35x6 L angle@3 kg /mtr
kg
15
32.53
487.98
32.53
439.18
32.53
486.40
a.Material Elec-6.5.15
for
mounting
11KV
Support angles of 50x 50x6 L
[email protected] kg/mtr- 3mtr
kg
13.5
Total Ms items
Kg
498.38
Add wastage @ 3%
14.9514
Total weight
kg
513.331
Fabrication charges
LS
513.3
0.00 18366.19 9.00
Total cost for ms items
4619.70 22985.89
Add contr profit @14% on material
0.00
0.00
Total cost for single pole(box type)
22985.89
Total cost for single pole(box type) B.Labour charges Skilled Electrician
day
2
224.00
448.00
Helper
day
4
206.00
824.00
Mason for concreting and coping
day
2
224.00
448.00
Man mazdoor for concreting
day
2
206.00
412.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Rate for sinple pole structure
0.00 1684.00
0.00 25117.90
Page 52 of 153
Remarks
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
2
Supply and erecting porcelain disc type insulatorsuitable for 11KV line with suitable hardware in the existing cross arm 11KV disc insulator
each
3
600.00
Add contr profit @14% on material
0.00
elec- 6.5.2
elec-6.5.3
elec-6.5.1
elec-6.5.9
11kv pin insulator
each
Add contr profit @14% on material
0.00
3
300.00
elec-6.5.10
900.00
Supply and erecting approved make 11KV 5KA metal oxide lightning arrester suitable for 11KV line with suitable hardware in the existing cross arm lightning arrester
Each
Add contr profit @14% on material
0.00
3
1500.00
4500.00 0.00 4500.00
Supply and erecting approved make 11KV 200A AB switch(tilting) with all accessories etccomplete with cost and conveyance of all materials 200A AB switch
each
Add contr profit @14% on material
0.00
1
5900.00
5900.00 0.00 5900.00
Supply and erecting approved make 11KV HG fuse set with all accessories etccomplete with cost and conveyance of all materials HG fuse set
each
Add contr profit @14% on material
0.00
1
4000.00
4000.00 0.00
Total for AB switch
7
900.00 0.00
Total for AB switch 6
1800.00
Supply and erecting porcelain pin type insulatorsuitable for 11KV line with suitable hardware in the existing cross arm
Total for lightning arrestor 5
6
1800.00
Total for pin insulator 4
Remarks
0.00
Total for disc insulator 3
Amount Rs.
4000.00
Supply of 150 sqmm 3.5core XLPE PVC armoured alluminium cable of makes Torrent/Nicco/Universal/CCI a) Material
elec-4.1.40
3.5corex150 sqmm cable
Rmt
Add contr profit @14% on material
0.00
1
641.00
641.00 0.00
Total for 150 sqmm cable
641.00
b) Labour charges for laying cable. Man Mazdoor for spreading the sand and back filling the excavated soil.
each
2.5
206.00
515.00
Skilled Electrician
day
1
224.00
224.00
Helper
day
2
206.00
412.00
Man Mazdoor for concreting and embedding of cable way indicators day
2
206.00
412.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Sundires and Rounding off
0.00 1048.00
0.00 5.00
Rate per 100mts
1568.00
Rate per Mtr
15.68
Total for supply and laying
656.70
Page 53 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
8
Supply, installation,and commissioning of 3Phases and neutral 415V, free standing type cubical panel board made of 16 Gauge CRCA sheet steel, panel shall be painted after processing 7 tank process with RAL 7032 siemens grey. The panel shall be consisting of suitable rating of allumunium bus bars ( At the rating of 0.8 A/Sq.mm) supported with DMC/SMC and colour coded with heat shrinkable sleeves. The bus bars fault level shall be 50 KA and shall be as per the requirement of local CEIG, fire regulations, other authorities etc. The panel shall be suitable for accomdating the following switch gears including supply of all components, hard wares etc including all necessary civil works, adequate reinforcement foundation bolts suitable G.I earth strip , 100 x 50mm MS base channel, earth bar, door loop earthings . Bus bar to switch interconnections,
each
1
25350.00
25350.00 2500.00
6
All cables shall have proper cable entry,gland plates, suitable size of glands, earth tags for glands, lugs, cadmium plated nuts , bolts, feeder identification marks,shall be installed on performed trench consisting of the following as required and as per IS standards and panel should be manufactures only from panel builds with CPRI Test certificate. 400A Aluminium Bus Bar with colour code. Internal wiring with approved make cable Earthing: Providing 50x6 mm G.I flat Incommer: . elec-2.8.8
400A TPN 35KA MCCB L&T make.- 1 No. Metering Set:
elec-6.3.3
0- 400 A Digital Ammeter . - 1 No.
each
1
2500.00
elec-6.3.8
Ammeter selector switch - 1 No.
each
1
175.00
175.00
elec-6.3.1
0-500V Digital Volt meter - 1 No.
each
1
2500.00
2500.00
elec-6.3.8
Voltmeter selector switch - 1 No.
each
1
175.00
175.00
elec-6.3.9
R, Y, B Indication lamps LED type, puse buttons.
each
3
135.00
405.00
400 /5A C.T coils : 2 sets
6
450.00
2700.00
20A Bakelite fuse fittings - 3 Nos.
3
130.00
390.00
2A HRC fuse link - 3 Nos:
3
45.00
APFC relay 8 stage.
1
12450.00
12450.00
135.00
Outgoing : elec-2.8.6
125A 25KA MCCB-02 NOS -L&T Make
each
2
7900.00
15800.00
MR
100A 25KA MCCB-02 NOS -L&T Make
each
2
6350.00
12700.00
elec-2.8.5
63A 25KA MCCB -04 NOS - L&T Make
each
4
5750.00
23000.00 0.00 98280.00
Bus bars and insulators 10%
9828.00
Cost of enclosure @ 45%
44226.00
Control wiring, Labour charges for errection of switch gear, panel board including all labour charges etc complete with connections for finished item of work including transportation charges.5%
4914.00
157248.00 Add contr profit @14% on material
0.00
0.00
Total cost of panel board
157248.00
b)labour charges Skilled electrician
day
1
224.00
224.00
semi skilled electrician
day
2
206.00
412.00
helper
day
4
206.00
824.00
Page 54 of 153
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
Remarks 6
0.00 1460.00
Total cost of panel board(supply&erection)
9
Amount Rs.
0.00 158708.00
Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.
a) Material Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.9 x 0.9 m
cum
1.21
122.11
147.75
Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR)
cum
0.9
150.00
135.00
1
25.00
25.00
25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling 40mm dia 'B' Class G.I pipe
elec-8.1.12
Mtr
2.5
301.00
752.50
25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length
Each
1
75.00
75.00
Drilling of 16 Nos through holes of 12mm dia to G.I pipe
Each
16
5.00
80.00
Set
4
12.00
48.00
G.I Nuts, Bolts an Washers
Each
1
100.00
100.00
elec-8.1.16
18" dia hume pipe ring Hard Coke
Kg
20
8.00
160.00
elec-8.1.17
Salt
Kg
20
4.00
80.00 1603.25
Add contr profit @14% on material
0.00
0.00
Total material cost
1603.25
b) labour charges for fixing pipe ring and connections
Each
Semi skilled Electrician
day
0.5
206.00
103.00
Helpers
day
0.5
206.00
103.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 206.00
0.00
Sundries Rate per each 10
Say
1809.30
Supply and laying of earth strip of size 50x6, 32x6 mm for transformer/ structure earthing a)Material
elec-8.1.45
GI strip
kg
Add contr profit @14% on material
1.4
55.00
0.00
77.00 0.00
Total material cost
77.00
b) Labour charges Semi skilled electrician
day
0.02
206.00
4.12
Helper
day
0.04
206.00
8.24
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 12.36
0.00
considered 50 mtr laying per day Total for GI flat
Rmt
Street light poles
Page 55 of 153
89.40
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
11
Fabrication supply transportation of all sizes swaged poles to site confirming to IS2713/1980 specifications. The pole should be painted with primary coat of red oxide and black bituminous paint up to ground level with base plate, including cost of all materials etc., complete. kg
135
65.00
8775.00
each
1
540.00
540.00 396.00
elec-6.1.1 MR
9 mtr ms swaged pole with painting loop in-out box with fuse unit and terminal block outdoor type
elec-1.5.2
pole wiring with 3runsx1.5 sqmm copper wire
rmt
30
13.20
elec-6.1.3
1.5 mtr 40mmdia pipe bracket with pole cap
kg
8.41
60.00
Amount Rs.
Remarks 6
504.60 10215.60
Add contr profit @14% on material
0.00
0.00
Total pole cost
10215.60
b)Labour charges Skilled electrician
day
0.5
224.00
112.00
semi skilled electrician
day
0.5
206.00
103.00
helper
day
1
206.00
206.00
mason for concreting
day
0.5
224.00
112.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 421.00
Total pole cost(supply&erection)
0.00 10748.60
Cable termination 12
Supply and fixing of 3.5x150 sqmm cable end termination a)Material
elec-4.2.9
Heavy duty flange type brass cable gland for 3.5c x150 sqmm PVC armoured cable
each
1
200.00
200.00
elec-4.3.8
Crimping type copper lugs nut/bolt/washer and crimping
with
each
3
94.00
282.00
elec-4.3.5
Crimping type copper lugs of 70sqmm with nut/bolt/washer and crimping (for neutral lead)
each
1
50.00
50.00
Add contr profit @14% on material
0.00
of
150
sqmm
532.00 0.00
Total for 150 sqmm cable termination
13
532.00
Supply and fixing of 3.5x35 sqmm cable end termination a)Material
elec-4.2.4
Heavy duty flange type brass cable gland for 3.5c x35 sqmm PVC armoured cable
each
1
100.00
100.00
elec-4.3.3
Crimping type copper lugs of 35sqmm with nut/bolt/washer and crimping
each
3
30.00
90.00
elec-4.3.1
Crimping type copper lugs of 16sqmm with nut/bolt/washer and crimping (for neutral lead)
each
1
20.00
20.00
Add contr profit @14% on material
0.00
210.00 0.00
Total for 35 sqmm cable termination
14
210.00
Supply and fixing of 3.5x50 sqmm cable end termination a)Material
elec-4.2.5
Heavy duty flange type brass cable gland for 3.5c x50 sqmm PVC armoured cable
Page 56 of 153
each
1
115.00
115.00
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
Amount Rs.
Remarks
1
2
3
4
5
elec-4.3.4
Crimping type copper lugs of 50 sqmm with nut/bolt/washer and crimping
each
3
35.50
106.50
elec-4.3.2
Crimping type copper lugs of 25sqmm with nut/bolt/washer and crimping (for neutral lead)
each
1
27.00
27.00
Add contr profit @14% on material
0.00
6
248.50 0.00
Total for 50 sqmm cable termination 15
248.50
Supply and fixing of 4cx16 sqmm cable end termination a)Material
elec-4.2.3
Heavy duty flange type brass cable gland for 4cx16sqmm PVC armoured cable
each
1
95.00
95.00
elec-4.3.1
Crimping type copper lugs of 16 sqmm with nut/bolt/washer and crimping
each
4
20.00
80.00 175.00
Add contr profit @14% on material
0.00
0.00
Total for 16 sqmm cable termination 16
175.00
Supplyand laying of 6 sqmm 4core XLPE PVC armoured alluminium cable of makes Torrent/Nicco/Universal/CCI a) Material
elec-4.1.14
4corex6 sqmm cable
Rmt
Add contr profit @14% on material
0.00
1
98.00
98.00 0.00
Total for 6 sqmm cable
98.00
b) Labour charges for laying cable. Man Mazdoor for spreading the sand and back filling the excavated soil.
each
2.5
206.00
515.00
Skilled Electrician
day
1
224.00
224.00
Helper
day
2
206.00
412.00
Man Mazdoor for concreting and embedding of cable way indicators day
2
206.00
412.00
Add area allowence on labour charges @
0%
Add contr profit @14% on Labour
0%
0.00 1048.00
Sundires and Rounding off Rate per 100mts
17
0.00 5.00 1568.00
Rate per Mtr
15.68
Total for supply and laying
113.70
Supply and fixing of 4cx6 sqmm cable end termination a)Material
elec-4.2.1
Heavy duty flange type brass cable gland for 4cx6sqmm PVC armoured cable
each
1
45.00
45.00
elec-4.3.1
Crimping type copper lugs of 6 sqmm with nut/bolt/washer and crimping
each
4
20.00
80.00 125.00
Add contr profit @14% on material
0.00
0.00
Total for 6 sqmm cable termination
125.00
18
Supply erection testing commisioning of 250 KVA 11kv/433 volts outdoor type transformer with ONAN cooling and first filled oil ,bushings on HT side and cable box on LT side with bidirectional rollers, silica gel breather,off load tap changer with locking arrangement complete as per ISSPECIFICATIONS
MR
250 KVA Transformer
each
Page 57 of 153
1
340628.00
340628.00
7
323823431.xls
E- DATA
Specification No.
Description
Unit
Quantity
Rate Rs.
1
2
3
4
5
LS
1
6500.00
Erection ,Testing and Commisioning Total for supply and erection
Amount Rs.
Remarks 6
6500.00 347128.00
Page 58 of 153
7
DATAS FOR DOORS AND WINDOWS Sno
Qty
Description of Item
Rate
Unit
Per
Amount
Supply and Fixing of Door with Double leaf shutter, Door Size 1.22x2.13 mtrs with Salwood Frame of sections size 75mm x 100mm with Flush Door Shutter Solid Bond Wood block board type with teak ply on both faces of 30mm thick including cost of fixtures such as Aluminium Tower Bolts 250mm long 1 Nos, Aluminium Handles 150mm long 2 Nos, 300mm long Aluminium Aldrops 1No, 150mm long M.S.Powder Coated butt hinges 3Nos, 300 mm long Aluminium Flat latch 1No, Door stoppers 2 Nos, MS Hold fasts 4Nos 230mm long , Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Door Frame and shutter 1
Fixing in position , with Hardware fixtures etc., complete for finsihed item of work. DOOR SIZE 1.22 x 2.13 mtrs : Area = 2.6 Sqm 1.22 Sal Wood Frame Verticals 2 x 2.13 x 0.075 x 0.10 = 0.0319 0.03195 Horizental 1 x 1.22 x 0.075 x 0.10 = 0.00864 0.00915 Threshold Plate 1x 1.22 x 0.05x 0.0125 0.00076 Total = 0.04186 0.04186 30mm thick flush door shutter of soild wood block board type with teak play on both faces 1x1.095x2.0665 = 2.26 Sqm 2.26 ABSTRACT a)MATERIAL 0.04186 Cost of Sal wood scantling 38847.00
2.26 4.00 1.00 1.00 2.00 3.00 1.00 2.00 0.22 0.52 0.37 2.26
Cost 30mm thick flush door shutter of soild wood block board type with teak play on both faces (BMT-N.13) MS Hold Fasts Cost of 300mm Long Aluminium Aldrops(BMT-G.42) Cost of 250 long Aluminium Towerbolts (BMT-G.10) Cost of 150mm Long Aluminium Handles (BMT-G.34) Cost of 150mm long M.S.Powder Coated but hinges (BMT-G30) Cost of Flat latch Aluminium 300long (BMT-G.50) Cost of Door Stoper (BMT-G.57) a) LABOUR Carpenter class I Carpenter class II Light mazdoor Labour charges for fixing flush door shutter of any thickness fixing the door shutter to the frame and fixtures to the door shutter Add overheads @ Rate per / Each
2
2.13
2.6
1
Cum
1626.23
1129.00 10.00 258.00 103.00 85.00 31.00 115.00 38.00
1 1 1 1 1 1 1 1
Sqm Each Each Each Each Each Each Each
2551.54 40.00 258.00 103.00 170.00 93.00 115.00 76.00
224.00 206.00 170.00
1 1 1
day day day
49.73 106.85 62.63
288.00
1
Sqm
650.88
14%
X cum cum cum
sqm
5902.86 826.40 6729.30
Supply and Fixing of Window with Single and Double leaf shutter, Door Size 1.52x1.22 mtrs with Salwood Frame of sections size 75mm x 100mm with 4 Nos double shutters made with styles and rails 75x30mm thick with 12mm Bison Designer board and supply and fixing of fixtures such as 4 Nos. Hold fasts, Aluminium Tower Bolts 100mm long 8Nos, Alluminimum Handles 100mm long 8 Nos, 75mm long M.S.Powder Coated butt hinges 16Nos, Window Stays 8Nos, Sales and Other Taxes cost and convenyance of all materials to site all Labour charges such as Fixing of Window Frame on shutter Fixing in position , with Hardware fixtures etc., complete for finsihed item of work. WINDOW SIZE 1.52 x 1.22 mtrs : Area = 1.85 Sqm 1.52 X 1.22 1.85 Sal Wood Frame Verticals 4 x 1.22 x 0.075 x 0.10 = 0.03660 cum Horizental 2 x 1.52 x 0.075 x 0.10 = 0.02280 cum Styles and rails Vertical 2 x8 x0.54 x0.075 x0.03 = 0.01944 cum
Horizontal 2 x8 x0.33 x0.075 x0.03 = Total = 12 mm thick Bison Panel 1x8 x 0.2 x 0.42 = 2.45 Sqm Grill 12mm Square bars @ 125mm c/c ABSTRACT a)MATERIAL 0.09072 Cost of Sal wood scantling 0.67 10.74 4.00 8.00 8.00 16.00 8.00 0.48 1.12 0.80 10.74
0.01188 0.09072
cum cum
0.67
sqm
10.74
kgs
38847.00
1
Cum
3524.20
332.00 37.50 10.00 57.00 51.00 8.00 20.00
1 1 1 1 1 1 1
Sqm Kg Each Each Each Each Each
222.44 402.75 40.00 456.00 408.00 128.00 160.00
224.00 206.00 170.00 12.00
1 1 1 1
day day day Kg
107.91 231.55 135.72 128.88 5945.45 832.36 6777.81
Cost 12mm thick Bison Panel (BMT-K.103) Cost of 12 mm Square bars MS Hold Fasts Cost of 100 long Aluminium Towerbolts Cost of 100mm Long AluminiumHandles Cost of 75mm long M.S.Powder Coated but hinges Cost of Window Stays a) LABOUR Carpenter class I Carpenter class II Light mazdoor Fabrication and Fixing Charges Add overheads @
14%
Rate per / Each 3
Supply and Fixing of Ventilator of size 1.52 x 0.3 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 1.52 x 0.3 mtrs : Area = 0.46 Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 0.3 = Horizental 1 x2 x 1.52 = For Hold fasts 1 x 2 x 0.15 = Total =
9.08 9.08 9.08
10 mm square rods @ 150 mm c/c Verticals 1 x 10 x 0.3 = Horizental 1 x2 x 1.52 = total ABSTRACT a)MATERIAL Cost of Structural Steel a) LABOUR Fabrication Charges Fixing Charges Add overheads @
1.52
X
0.3
0.46
0.60 3.04 0.30 3.94
m m m
4.334
Kgs
3.00 3.04 6.04
m
4.741
Kgs
37.50
1
Cum
340.33
9.00 3.00
1 1
Kg Kg
81.68 27.23 449.24 62.89 512.15
14%
Rate per / Each 4
Supply and Fixing of Ventilator of size 1.22 x 0.3 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 1.22 x 0.3 mtrs : Area = 0.37 Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 0.3 = Horizental 1 x2 x 1.22 = For Hold fasts 1 x 2 x 0.15 = Total =
1.22
X
0.60 2.44 0.30 3.34
m m m
0.3
0.37
3.674
Kgs
7.94 7.94 7.94
10 mm square rods @ 150 mm c/c Verticals 1 x 8 x 0.3 = Horizental 1 x2 x 1.52 = total ABSTRACT a)MATERIAL Cost of Structural Steel a) LABOUR Fabrication Charges Fixing Charges Add overheads @
2.40 3.04 5.44
m
4.27
37.50
1
Cum
297.92
9.00 3.00
1 1
Kg Kg
71.50 23.83 393.25 55.06 448.35
14%
Rate per / Each 5
Kgs
Supply and Fixing of Ventilator of size 0.76 x 0.3 with 25mm x 25mm x 3mm thick equal L angles and 10mm square rods @ 150mm c/c fixing in position ,complete for finsihed item of work VENTILATOR SIZE 0.76 x 0.3 mtrs : Area = 0.23 Angular frame 25 x 25 x 3mm thick Verticals 1 x 2 x 0.3 = Horizental 1 x2 x 0.76 = For Hold fasts 1 x 2 x 0.15 = Total =
6.23 6.23 6.23
10 mm square rods @ 150 mm c/c Verticals 1 x 5 x 0.3 = Horizental 1 x2 x 1.52 = total ABSTRACT a)MATERIAL Cost of Structural Steel a) LABOUR Fabrication Charges Fixing Charges Add overheads @
0.76
X
0.3
0.23
0.60 1.52 0.30 2.42
m m m
2.662
Kgs
1.50 3.04 4.54
m
3.564
Kgs
37.50
1
Cum
233.47
9.00 3.00
1 1
Kg Kg
56.03 18.68 308.18 43.15 351.35
14%
Rate per / Each 6
Providing and fixing 30mm thick Solid panel PVC Rajasri or equivalent door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles, & 15mm x 15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame shall be covered with 5mm thick heat moulded PVC ‘C’ channel of size 30 x 50mm forming stiles, and 5mm thick, 75mm wide PVC sheets for top rail, lock rail & bottom rail on either side, and 10mm (5mm x 2) thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail. Panelling of 10 mm thick PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with 30mm wide x 5mm thick PVC sheet beading on either side, and joined together with solvent cement adhesive etc. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive. Complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing for finished item of work including transportation to site, taxes and fixing at site along with required fixtures (Rajasri door shutter, BMT-N.02). 1
cost of rajasri door shutter (BMT-N.02) Add overheads @ Rate per 1 sqm
2205.00 14%
1
sqm
2205.00 308.70 2513.70
WATER SUPPLY AND SANITARY DATAS
Sl . N o. 1
AREA ALLOWENCE ADD 14% OVERHEADS
0% 14%
DESCRIPTION
ITEM CODE
COEFFIC UNIT IENT
RATE
PER
UNIT
Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring blasting) and refilling with watering and tamping to the required slope including cost and conveyance of all materials to site and all labour charges for finished item of work (APSS NO 1301 & 1318)
a) 101.60 mm dia SWG pipe upto 3' depth Area allowence on labour charges add overheads @
BMW-A.02 BMW-A.05
1.00
Rmt
177.00 89.00
1.00 Rmt 1.00 0.00
177.00 0.00 177.00 24.78 201.80
Rmt
346.00 120.00
1.00 Rmt 1.00 0.00
346.00 0.00 346.00 48.44 394.45
Rmt
248.00 120.00
1.00 Rmt 1.00 0.00
248.00 0.00 248.00 34.72 282.75
Rmt
279.00 89.00
1.00 Rmt 1.00 0.00
279.00 0.00 279.00 39.06 318.10
Nos
4096.00
1.00 Nos
0%
0.14
Total rate per 1 Rmt b) 152.40mm dia SWG pipe upto 5' depth Area allowence on labour charges add overheads @
BMW-A.03 BMW-A.06
1.00 0%
0.14
Total rate per 1 Rmt c 101.60 mm dia SWG pipe upto 5' depth Area allowence on labour charges add overheads @
BMW-A.01 BMW-A.06
1.00 0%
0.14
Total rate per 1 Rmt 152.40mm dia SWG pipe upto 3' depth Area allowence on labour charges add overheads @
BMW-A.03 BMW-A.05
1.00 0%
0.14
Total rate per 1 Rmt 2
Amount (Rs.)
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 904 mm (3'0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
basic rate as per ssr item
BMW-B.03
1.00
4096.00
Area allowence on labour charges
0%
0.00
1.00
0.00
0.00 4096.00
add overheads @ Total rate per 1 Nos
0.14
573.44 4669.45
3
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-B.04
1.00
Nos
6160.00 0.00
1.00 Nos 1.00 0.00
6160.00 0.00 6160.00 862.40 7022.40
Nos
7225.00 0.00
1.00 Nos 1.00 0.00
7225.00 0.00 7225.00 1011.50 8236.50
0% 0.14
Total rate per 1 Nos 4
Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 Nos
BMW-B.02
1.00 0%
0.14
5
Constructing 904.0 mm (3’0”) dia solid block masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using fly ash blocks of 225mm thick from approved source having a minimum crushing strength of 10 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (3'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification.
basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-B.01
1.00
Nos
4648.00 0.00
1.00 Nos 1.00 0.00
4648.00 0.00 4648.00 650.72 5298.75
Nos
419.00 18.00
1.00 Nos 1.00 0.00
419.00 0.00 419.00 58.66 477.70
0% 0.14
Total rate per 1 Nos
6
Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127 with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and fitted with 304.8 mm x 225.6 mm(12" x 9") CI frame and hinged cover and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. SSR ITEM NO.527
Basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 Nos 7
Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread conforming to IS:2963-1979 and fitted with 15 mm nominal bore Chromium Plated Pillar Tap of 1st quality Indian make 400 grams Seiko/ Esso or equivalent complete with standard CI brackets including wooden block ,1 No.12.70mm PVC connection with brass union nuts CP coated , 1 No.12.70mm NP bib tap 300 gms Seiko or equivalent including cost and conveyance of all materials to site, labour charges etc. complete for finished item of work
BMW-A.72 BMW-A.74 0.14
1.00 0%
A Basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 Nos B Basic rate as per ssr item 12.7MM DIA PVC conection with brass union nut CP coated Area allowence on labour charges
BMW-D24 BMW-D28
Area allowence on labour charges
BMW-I48 BMW-I49
BMW-E31 BMW-E32
Area allowence on labour charges
8
1150.00 250.00
1.00 Nos 1.00 0.00
1150.00 0.00 1150.00 161.00 1311.00
1.00
Nos
74.00 14.00
1.00 Nos 1.00 0.00
74.00 0.00 74.00 10.36 84.40
Nos
350.00 30.00
1.00 Nos 1.00 0.00
350.00 0.00 350.00 49.00 399.00
Nos
175.00 20.00
1.00 Nos 1.00 0.00
175.00 0.00 175.00 24.50 199.50
Nos
21.00 0.00
1.00 Nos 1.00 0.00
21.00 0.00 21.00 2.94 23.95 2017.85
0%
1.00 0%
0.14
0.14 add overheads @ Total rate per 1 Nos E Basic rate as per ssr item 31.75 MM dia PVC fleible waste pipe of 914.4 mm length of first quality BMW-G05
add overheads @ Total rate per 1 Nos TOTAL COST (A+B+C+D+E)
Nos
0.14
0.14 add overheads @ Total rate per 1 Nos C Basic rate as per ssr item 12.7 MM ANGLE STOP COCK first quality Indian make 400 gms Seiko BMW-E 05 BMW-E 06 Area allowence on labour charges add overheads @ Total rate per 1 Nos D Basic rate as per ssr item 38.1 MM CP WASTE COUPLING half or full thread 1st quality indian make paryware or equivalent
1.00 0%
1.00 0%
1.00 0%
0.14 Rs
Supplying and fixing NP soap dish heavy type of approved make ISI quality with NP screws etc., complete including cost and conveyance of all materials, labour charges for fixing etc., complete for finished item of work in all floors as per ssr item no 598
Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-I28 BMW-I29
1.00
Nos
179.00 9.00
1.00 Nos 1.00 0.00
179.00 0.00 179.00 25.06 204.10
Nos
378.00 83.00
1.00 Nos 1.00 0.00
378.00 0.00 378.00 52.92 430.95
0%
0.14
Total rate per 1 Nos 9
Supplying and fixing TV shape mirror with plastic frame of size 609.6mm x 457.2mm , plywood back with NP screws 1st quality including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.
Basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 Nos
BMW-I 105 BMW-I106 0.14
1.00 0%
10
Supplying and fixing of 25.4mm dia , 609.6mm long aluminium anodized towel rods with brackets and aluminium screws including cost and conveyance of all materials, labour charges etc., complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-I 20 BMW-I 21
1.00
Nos
121.00 31.00
1.00 Nos 1.00 0.00
121.00 0.00 121.00 16.94 137.95
Nos
190.00 20.00
1.00 Nos 1.00 0.00
190.00 0.00 190.00 26.60 216.60
Nos
300.00 20.00
1.00 Nos 1.00 0.00
300.00 0.00 300.00 42.00 342.00
320.00 0.00
3.00 RMT 1.00 0.00
106.67 0.00 106.67 14.93 121.60
383.00 0.00
3.00 RMT 1.00 RM
127.67 0.00 127.67 17.87 145.55
0%
0.14
Total rate per 1 Nos 11
Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors. a) 300 grams Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-E 09 BMW-E 10
1.00 0%
0.14
Total rate per 1 Nos b) 400 gms Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-E 07 BMW-E 08
1.00 0%
0.14
Total rate per 1 Nos 12
Supplying and fixing of SWR/ PVC pipes (as per ISI standards) 4 Kg/Sq.cm. Prince/sudhakar or any ISI brand and fixing all special such as plain bends, off sets, door bends, single junctions, double junctions as per site requirement, fixing with PVC clamps if necessary with required number of Bombay nails including cost and conveyance of all materials to site, labour charges etc.complete for finished item of work at all floor levels. (APSS No. 1302 1319 & 1326)
(a) 90mm dia 3 Mts single socket Basic rate as per ssr item Area allowence on labour charges
BMW-G12 BMW
0.14 add overheads @ Total rate per 1 RMT (b) 110mm dia 3 Mts single socket BMW-G13 Basic rate as per ssr item BMW Area allowence on labour charges add overheads @ Total rate per 1 RMT
0.14
1.00 RM 0%
1.00 RM RM
0%
13
Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.
a) 15mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F79 BMW-F80
1.00 Rmt Rmt
131.00 29.00
1.00 Rmt 1.00
131.00 0.00 131.00 18.34 149.35
1.00 Rmt Rmt
146.00 29.00
1.00 Rmt 1.00 Rmt
146.00 0.00 146.00 20.44 166.45
1.00 Rmt Rmt
191.00 29.00
1.00 RMT 1.00 Rmt
191.00 0.00 191.00 26.74 217.75
1.00 Rmt Rmt
301.00 31.00
1.00 RMT 1.00 Rmt
301.00 0.00 301.00 42.14 343.15
1.00 Rmt Rmt
324.00 48.00
1.00 RMT 1.00 Rmt
324.00 0.00 324.00 45.36 369.40
1.00 Rmt Rmt
575.00 48.00
1.00 RMT 1.00 Rmt
575.00 0.00 575.00 80.50 655.50
1.00
266.00 31.00
1.00 Nos 1.00 0.00
266.00 0.00 266.00 37.24 303.25
0%
0.14
Total rate per 1 RMT b) 20mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F81 BMW-F82
0%
0.14
Total rate per 1 RMT c) 25mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F83 BMW-F84
0%
0.14
Total rate per 1 RMT D 40mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F87 BMW-F88
0%
0.14
Total rate per 1 RMT E 50mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F89 BMW-F90
0%
0.14
Total rate per 1 RMT F 65mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F91 BMW-F92
0%
0.14
Total rate per 1 RMT
14
Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work. 15 mm dia nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 No
BMW-F21 BMW-F22 0.14
0%
Nos
a) 20mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F19 BMW-F20
1.00
Nos
360.00 31.00
1.00 Nos 1.00 0.00
360.00 0.00 360.00 50.40 410.40
Nos
530.00 31.00
1.00 Nos 1.00 0.00
530.00 0.00 530.00 74.20 604.20
Nos
1081.00 48.00
1.00 Nos 1.00 0.00
1081.00 0.00 1081.00 151.34 1232.35
Nos
1561.00 64.00
1.00 Nos 1.00 0.00
1561.00 0.00 1561.00 218.54 1779.55
Nos
2977.00 80.00
1.00 Nos 1.00 0.00
2977.00 0.00 2977.00 416.78 3393.80
Nos
600.00 100.00
1.00 Nos 1.00 0.00
600.00 0.00 600.00 84.00 684.00
Nos
54.00 16.00
1.00 Nos 1.00 0.00
54.00 0.00 54.00 7.56
0%
0.14
Total rate per 1 No b) 25mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F17 BMW-F18
1.00 0%
0.14
Total rate per 1 No
c) 40mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F25 BMW-F26
1.00 0%
0.14
Total rate per 1 No
d) 50mm Nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F27 BMW-F28
1.00 0%
0.14
Total rate per 1 No e 65 mm nominal bore Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-F29 BMW-F30
1.00 0%
0.14
Total rate per 1 No 15
Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors
Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-D33 BMW-D36
1.00 0%
0.14
Total rate per 1 No 16
Construction of brick masonry support for GI pipe of size 304.80mm x 228.60mm x 228.60 mm in CM (1:8) prop including plastering and finishing with 12mm thick in CM (1:5) including cost and conveyance of all materials and all labour charges etc. complete Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-i63 BMW-i64 0.14
1.00 0%
61.60
Total rate per 1 No 17
Supplying and fixing 150.00mmx100.00mm SWG gully trap 1st class confirming to ISI 651 & 4127with CI grating and constructing single brick masonry wall chamber of size 20" x 14" x 12” in CM (1:6) prop. Over a CC (1:5:10)prop. bed, and plastering 12mm thk. in CM (1:4) prop. both inside and outside surfaces and fitted with 304.8MM X 288.6 MM (12"X9") CI frame and hinged cover as directed by Engineer-in-charge including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-A72 BMW-A74
1.00
Nos
419.00 18.00
1.00 Nos 1.00 0.00
419.00 0.00 419.00 58.66 477.70
Nos
243.00 39.00
1.00 Nos 1.00 0.00
Nos
23.00 13.00
1.00 Nos 1.00 0.00
243.00 0.00 243.00 34.02 277.05 23.00 0.00 23.00 3.22 26.25
0%
0.14
Total rate per 1 No 18
Supplying and fixing CI Nahani traps 100 mm dia Inlet- 75 mm (3") outlet pipe - 4 Kgs 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing with white cement as per site requirements with standard practice for all floors including cost and conveyance of all materials to site, labour charges etc., complete for finished item of work. A
B
Basic rate as per ssr item Nahany trap Area allowence on labour charges
BMW-C41 BMW-C42
0.14 add overheads @ Total rate per 1 No BMW-I12 Basic rate as per ssr item Nahany trap cover BMW-I13 Area allowence on labour charges add overheads @
1.00 0%
1.00 0%
0.14
Total rate per 1 No Total cost (A +B) 19
303.30
Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-31981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges
BMW-d04 BMW-d06
0.14 add overheads @ Total rate per 1 No BMW-d09 Providing brick masonry seat 0.14 add overheads @ Total cost (A +B) 20
1.00
Nos
915.00 250.00
1.00 Nos 1.00 0.00
Nos
220.00
1.00 Nos
0%
1.00
915.00 0.00 915.00 128.10 1043.10 220.00 30.80
1293.90
Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but without fittings and base support for tanks Basic rate as per ssr item Area allowence on labour charges
BMW-g01 BMW-g02
1.00 0%
Lit
6.00 0.38
1.00 Lit 1.00 0.00
6.00 0.00
add overheads @
6.00 0.84 6.85
0.14
Total rate per 1 Ltr 21
Supplying and fixing 609.6 mm x 457.2 mm x 254 mm RCC terrazo finished sink (or constructed at site with 50.80 mm thick) brass plug and chain incluiding CI cantilever brackets, 31.75 mm dia PVC flexible waste pipe 914.4 mmm length of 1st quality including cost and conveyance fo all materials labour charges etc., complete for finished item of work Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-D40 BMW-D41
1.00
Nos
510.00 160.00
1.00 Nos 1.00 0.00
510.00 0.00 510.00 71.40 581.40
Nos
5066.00 360.00
1.00 Nos 1.00 0.00
5066.00 0.00 5066.00 709.24 5775.25
Nos
520.00 0.00
1.00 Nos 1.00 0.00
520.00 0.00 520.00 72.80 592.80
Nos
1535.00 0.00
1.00 Nos 1.00 0.00
1535.00 0.00 1535.00 214.90 1749.90
Nos
1137.00 0.00
1.00 Nos 1.00 0.00
1137.00 0.00 1137.00 159.18 1296.20
0%
0.14
Total rate per 1 No 22
Supply and fixing of stainless steel sink with drain board of size 914.4 mm x 457.2 mm 1 mm thick of indian make on cantilever barackets with including 32 mm cP waste coupling supply & fixing 31.75 mm dia PVC flexible waste pipe of 914.4 mm longth of 1st quality incluidng chasing brick masonry wall and making good restoring to original srufaces etc., complete for finished item of work in all floors SSR No.692 Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-I119 BMW-I120
1.00 0%
0.14
Total rate per 1 No 23
Supply & Fixing of 22" dia RCC Cover for manhole with nominal reinforecement 3" thick with hookcs for lfifting including cost and conveyance of all materials, labour charges etc., complete for finished tiem of work Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-I130 BMW-I120
1.00 0%
0.14
Total rate per 1 No
24
Supply and fixing of 100 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-H05 BMW-
1.00 0%
0.14
Total rate per 1 No 25
Supply and fixing of 75 mm dia CI Vent pipe of 3 mts lenth fitted with AC cowl and mosquito proof wire mesh including cost and conveyance of all materials to site complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges add overheads @ Total rate per 1 No
BMW-H04 BMW0.14
1.00 0%
26
Supply and fixing of CI pipes 101.6mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges a sales and other taxes on all materials etc.,, complete for finished item of work BMW-CO2 Basic rate as per ssr item all Floors BMW-CO7 Area allowence on labour charges add overheads @
1.00
Nos
641.00 150.00
1.00 Nos 1.00 0.00
641.00 0.00 641.00 89.74 730.75
Nos
561.00 150.00
1.00 Nos 1.00 0.00
561.00 0.00 561.00 78.54 639.55
Nos
2626.00 0.00
1.00 Nos 1.00 0.00
2626.00 0.00 2626.00 367.64 2993.65
Nos
52.00 2.00
1.00 Nos 1.00 0.00
52.00 0.00 52.00 7.28 59.30
Nos
36.00 3.00
1.00 Nos 1.00 0.00
36.00 0.00
0%
0.14
Total rate per 1 No 27
Supply and fixing of CI pipes 76.2 mm Single socket ISI marked confirming to IS: 1729 - 1979 of reputed make with cement caulked joints and paintaed black with japan paint and fixing with necessary woden blocks fixed in the masoery walls in CM (1.5:1) including fixing of MS clamps of necessary size and required no of Bombay nails etc., complete including cost and conveyance of all materials to site all labour charges b sales and other taxes on all materials etc.,, complete foritem finished item of work BMW-CO1 Basic rate as per ssr BMW-CO7 all Floors Area allowence on labour charges add overheads @
1.00 0%
0.14
Total rate per 1 No 28
Constructing 457.2mm x 457.2mm (1'-6" x 1'-6") brick in CM (1:6) prop. Masonry inspection chamber upto 914.4mm (3'0") and fitted with light weight 457.2mm x 457.2mm (1'-6" x 1"-6") frame and cover of 20kg., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-B06
1.00 0%
0.14
Total rate per 1 No 29
Supply and Fixing of AC Cowls 88.9 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. BMW-I36 Basic rate as per ssr item BMW-I37 Area allowence on labour charges add overheads @
1.00 0%
0.14
Total rate per 1 No 30
Supply and Fixing of AC Cowls 63.50 mn dia with all necessary requirements including all operational , incidental sales and other taxes and all labour charges etc., complete including cost and convenyance of all materials complete for finished item of work for all Floors. Basic rate as per ssr item Area allowence on labour charges
BMW-I38 BMW-I39
1.00 0%
add overheads @
36.00 5.04 41.05
0.14
Total rate per 1 No 31
Construction of 50.8mm thick RCM Baffle wall with 2.267 Kg steel and rabit wire mesh in CM (1:3) prop: with fine rendering in neat cement in septic tank including cost and convenyance of all materials to site, seigonarage charges sales and othe taxes on all materials , and all labour charges etc., complete for finished item of work. BMW-I95 Basic rate as per ssr item BMW-I97 Area allowence on labour charges add overheads @
1.00
Nos
185.00 31.00
1.00 Nos 1.00 0.00
185.00 0.00 185.00 25.90 210.90
1.00
Nos
0% 1.00
Nos
1535.00 0.00 52.00 10.00
1.00 Nos 1.00 0.00 1.00 Nos 1.00 0.00
1535.00 0.00 52.00 0.00 1587.00 222.18 1809.20
Nos
1430.00 100.00
1.00 Nos 1.00 0.00
1430.00 0.00 1430.00 200.20 1630.20
Nos
46.00 8.00
1.00 Nos 1.00 0.00
46.00 0.00 46.00 6.44 52.45
Nos
1150.00 0.00
1.00 Nos 1.00 0.00
1150.00 0.00
0%
0.14
Total rate per 1 No 32
Supply and Fixing of C.I. (Spun ) Soil waste and ventilating pipe of 3.00 Mt length of 100mm dia with double socket for vent over septic tank including cost and convenyance of all materials to site, all labour charges sales and all other taxes on all materials etc., complete for finished item of work. Basic rate as per ssr item Area allowence on labour charges Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-H05 BMW-I36 BMW-I37
0%
0.14
Total rate per 1 No 33
Supply and Fixing of 914.4mm x 457.2mm Light Weight CI Manhole Frame and Cover (30 Kgs) complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Initial cost SSR item No 656 BMW-I86 Basic rate as per ssr item BMW-I88 Area allowence on labour charges add overheads @
1.00 0%
0.14
Total rate per 1 No 34
Supply and Fixing of CI Steps for Septic Tank / Manhole complete for finished item of work including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work. Initial cost SSR item No 658 Basic rate as per ssr item Area allowence on labour charges add overheads @
BMW-I89 BMW-I90
1.00 0%
0.14
Total rate per 1 No 35
Supply and Fixing 10 Litres capacity Single Flush white PVC low level flushing system parryware, slimline with internal components and short bend including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors. Initial cost SSR item No 319 Basic rate as per ssr item Area allowence on labour charges
BMW-G08
1.00 0%
add overheads @
1150.00 161.00 1311.00
0.14
Total rate per 1 No 36
Supply & Fixing 4" dia (101.6 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors Initial cost SSR item No 74 Basic rate as per ssr item Area allowence on labour charges add overheads @
281 BMW-C12 BMW-C14
1.00
Nos
289.00 48.00
1.00 Nos 1.00 0.00
289.00 0.00 289.00 40.46 329.50
Nos
247.00 48.00
1.00 Nos 1.00 0.00
247.00 0.00 247.00 34.58 281.60
51.00 17.38 17.38
1.00 RMT 1 RMT
51.00 17.38 0.00 68.38 9.57 77.95
0%
0.14
Total rate per 1 No 37
Supply & Fixing 3" dia (76.2 mm) CI Plug (Door) bends 1st quality ISI marked conforming to IS : 1729-1979 with cement caulked joints and fixing as per site requirements with standard practice including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of work for all floors Initial cost SSR item No 73 Basic rate as per ssr item Area allowence on labour charges add overheads @
240 BMW-C11 BMW-C14
1.00 0%
0.14
Total rate per 1 No 38
Manufacture, supply, & delivery of 50mm outer dia HDPE pipes conforming to IS 4984 - 1995 at 6Kg/Sqcm. including cost and conveyance of all materials to site, all labour charges, sales and other taxes on all materials etc., complete for finished item of and ,Laying jointing of HDPE pipes as per BIS No. 7634 part -II/75 and specials /fittings including excavation of trenches up to 0.5 mts depth in all soils except rock requires blasting and refilling trenches after laying and jointing of pipes as per ssr ite Basic rate as per ssr item labour charges for laying and jointing Area allowence on labour charges add overheads @ Total rate per 1Rmt
BMW-I130
1.00 RMT 1 RMT 0%
0.14
39
Construction of 60,000 liters capacity OHSR(VRCC) with 12.7 mts staging without seismic analysis including fixtures OF rcc OR ALLUMINIUM LADDER INSIDE 0.45 Mtrs wide, MS ladder on the outside . Lighting including condutor & earthing etc., RCC ventilators with copper or stainless steel skyproof mesh, Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos), Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities,Water level indicator of good quality with ebonite /copper float approved pattern - 1 no a . RCC or allumininum ladder inside 0.45mts wide b. MS ladder on the outside c. Lighting including condutor & earthing etc., d. RCC ventilators with copper or stainless steel skyproof mesh e. Manhole frame and cover 0.75x0.75mts with frame as per IS specifications (light duty - 2 Nos) f. Ralling with 32mm dia GI pipes (A class in 2 nos alround OHSR fixed in RCC (1:2:4) poles of size 100x75x75mm with 1.50mts intervals alround periphery on top of the OHSR for smaller capacities g. Water level indicator of good quality with ebonite /copper float approved pattern - 1 no BMW-C12
Add for difference in cost of cement Add for difference in cost of steel
1.00
Lt
14.07
1.00 Lt
(-4300)*0.00007 = (-31000)*0.00002*=
14.02 1.40 15.42 2.16 17.60 19.80
Add 10% extra for rural area allowence add overheads @
14.07
-0.08 0.03
0.14
Total rate per 1 Lt 40 a) Supply and fixing of the following fixtures
a. 80mm dia x 2.00 mts CI D/F pipes Page 304 table 26 0.14 add overheads @
1.00
Kg
1.00
Kg
40.7
1.00 Kg
40.70 5.70 46.40
1.00 Kg
40.70 5.70 46.40
Total rate per 1 Kg
b)
b. 80mm dia x 1.00 CI D/F pipes initiate cost only Page 304 table 26 0.14 add overheads @ Total rate per 1 Kg
c. 80mm dia x flonged spigot CI tail pieces
40.70
Page 304 table 26 0.14 add overheads @
1.00
Kg
40.70
1.00 Kg
Total rate per 1 Kg
40.70 5.70 46.40
d. 80mm dia CI sluice valves add overheads @
page 305 0.14
1.00
nos 4255.00
1.00 nos
Total rate per 1 Nos
4255.00 595.70 4850.70
e. 80mm dia CI duct foot bends Page 304 table 26 0.14 add overheads @
1.00
Kg
40.70
1.00 Kg
40.70 5.70 46.40
Total rate per 1 Kg
f. Rubber packing 3/6mm thick table 36 0.14
1.00
kg
69.80
1.00 kg
add overheads @
69.80 9.77 79.60
table 36 0.14
1.00
Kg
85.00
1.00 Kg
add overheads @
85.00 11.90 96.90
Total rate per 1 Kg
g. Bolts & nuts
Total rate per 1 Kg
GOVERNMENT OF ANDHRA PRADESH PANCHAYATI RAJ ENGINEERING DEPARTMENT CHITTOOR DISTRICT
MODIFIED ESTIMATE Name Of Work : Construction of G.P.Building
Work ID
:
Grant
:
Estimate Cost Rs.
: 10.00 Lakhs
Admn.San
:
Division
:
Sub-Division
:
Mandal
:
SPECIFICATION REPORT Specification Report to acccompany the Modified Estimate for the Name Of Work : Construction of G.P.Building Grant : BNRGSK 2011-12
Modified Est. Amount : Rs. 10.00 Lakhs
There is no permanent Building for the Gram Panchayat for conducting their day to day transactions and meetings at GP Level. Hence, there is need for construction of the Building at Gram Panchayat Head Quarters.
The Modified Estimate is prepared for execution of following items; 1 Earthwork excavation for Foundations 2 CC 1:4:8 using 40mm HBG Metal for foundation Bed 3 RR Masonary in CM 1:6 for Basement 4 RCC with M20 Nominal mix using 20mm BHG MC Metal for Column Footings, Pedastals, Columns, Plinth Beams, Lintels, Sun Shades, Roof Beams and Roof Slabs. 5 Brick Masonary in CM 1:8 for Super structure 6 Plastering with CM for internal and external walls 7 Sal Wood Doors with shutters and fixtures 8 MS Iron Windows and Ventilators for openings 9 Flooring with non skid Ceramic Tiles over CM 10 Provision for QC Charges at 0.50% 11 Provision for VAT Charges at 5.00% The Modified Estimate is prepared as per Standard Schedule of Rates 2011-12 and the carried out as per Standard Specifications.
Dy. Exe. Engineer, PRI Sub division,
Asst. Exe. Engineer,
Name Of Work : Construction of G.P.Building 1 Work Details Expenditure incurred for labour component ( Amount in Rs)
8,544 Adminstrative sanction Details
Proceedings 230/2010 A4(Pts), Dt:18-122010 of the District Collector Chittoor.
Expenditure incurred for Material component ( Amount in Rs)
636,236 Adminstrative sanction Amount 10.00 Lakhs
Toal Expenditure incurred ( Amount in Rs )
644,780 Technical sanction Details
DR No / NREGS / BNR GSK /2010-11 Dated 26-10-2010
II ITEMS TO BE PAID DETAILS A) Wage Component ( Un Skilled labour)
949
Amount for wage component B) MATERIAL COMPONENT Cost towards supply of following materials
Quantity
1 Cement
Unit
110 Bags
Rate
Amount
244.00
26,840
2 Sand for filling
0.27 cum
385.62
104
3 sand for mortor
16.48 cum
443.97
7,317
B Total Cost of materials ( B ) (1+2+3)
34,261
Cost towards engaging skilled labour, Semi skilled labour, other
C materials and equipment Charges including all other materials not
296,860
covered by above
D VAT 5 % ( on material other than wage & Cement )
15,214
E Q.C.Charges @ 0.50 % ( Less than VAT Seignorage )
1,656
F Seignorage charges
1,540
G LS amount for un fore seen items
4,740
P Total of material component ( Total of at B.C.D.E.F. G and H )
354,271
Total Amount ( Total of labour & Material component ) ( A +P)
355,220 Work bill already paid
Rs.
644,780
Work bill to be paid
Rs.
355,220
Rs.
1,000,000
Total
Dy. Exe. Engineer,
Asst. Exe. Engineer,
PRI Sub division, 0
0
Qty Rate Labour MaterialAmount Earth work 7.29 124.43 907 907 Re=filling with excavated earth 1.94 19.179 37 37 Sand filling Labour 0.27 19.179 5 5 Sand filling Material 0.27 385.62 104 104 Gravel filling Labour 16.94 0 0 Gravel filling Material 210.8 0 0 Labour of (1:4:8) 0 0 0 Material of (1:4:8) 11.71 2517.11 29475 29475 RRM Labour 0 0 0 RRm Material 3.07 2080.08 6386 6386 M 20 for Footings Labour 0 0 M 20 for Footings Material 5194.63 0 0 M 20 for Pedastals Labour 0 0 M 20 for Pedastals Material 5399.63 0 0 M 20 for columns Labour 0 0 M 20 for columns Material 5808.35 0 0 M 20 for Plinth Beam Labour 0 0 M 20 for Plinth beam Material 6593.63 0 0 M 20 for Lintels Labour 0 0 0 M 20 for Lintels Material 0.3 5856.75 1757 1757 M 20 for sun shades Labour 0 0 M 20 for Sunshades Material 542.92 0 0 M 20 for Roof beams Labour 0 0 M 20 for Roof beams Material 5798.93 0 0 M 20 for Roof slab Labour 0 0 M 20 for Roof slab Material 704.99 0 0 steel Labour 0 0 Steel Material 0.12302 50630 6229 6229 BM Labour 0 0 BM Material 12.13 2562.72 31086 31086 Imperviour coat 20 mm Labour 0 0 Imperviour coat 20 mm Material 10.5 212.09 2227 2227 B 49 Labour 0 0 B 50 Material 241.99 168.1 40679 40679 B 50A Labour 0 0 B 50A Material 38.01 68.03 2586 2586 B 51 Labour 0 0 B 52 Material 213.77 168.1 35935 35935 CC (1:3:6) Labour 0 0 CC (1:3:6) Material 0 0 MS doorsMaterial 1661 57.50 95508 95508 Flooring with ceramic Labour 0 0 Flooring with ceramic Material 94.79 574.03 54412 54412 Dadoing Labour 0 0 Dadoing Material 24.52 436.89 10713 10713
Skirting Labour Skirting Material White Washing Labour White Washing material Snow cem Labour Snow cem Material Painting to new iron work B73 B 74 B86 B89 B90 B75 B76 B77 B78 B79 B86 B81 B82 Provisioin for price escalation Total already Paid
Cost of Cement Sand for filling Sand for Mortar other items Seignorage charges Vat at 5% Qc charges at 0.50% Total Labour Grand total Previous payments Estimate Total
0 6.75
461.90
3118 0 0 0
15.9 51.6 3
48.53 48.35 1800
12.9
173.53
0 0 772 2495 5400 0 2239 0 0 0 0 0 0 0 0 949 331121 8544 636236
110 0.27 16.48
244 385.62 443.97
26840 104 7317 296860 1540 15214 1656 349531 949 350480 644780 995260 4740
0 3118 0 0 0 0 0 772 2495 5400 0 2239 0 0 0 0 0 0 0 0 0 332070 644780
To be Pai 355220 Differenc
4740
cement Sand F Sand M Metal
Earth Gravel 7.29
0.27 0 1897.02
5.27
10.54
243.14
1.01
3.38
0
0
0
0
0
0
0
0
0
0
0
0
99
0.14
0.27
0
0
0
0
0
0
0
0
0
436.68
2.43
105.84
0.22
1393.86
3.63
218.94
0.57
1087.66
3.21
0
0
37.9404 0 4.8628 0 0 0 0 0 0 0 0 0 1.98 0 0 0 0 0 0 0 0 0 8.7336 0 2.1168 0 27.8772 0 4.3788 0 21.7532 0 0 0 0 0 0 0
269.91 269.91
0 0 0
9081
5482.14 109.643 110 26840
0.27 40 10.8
16.48 40 659.2
14.19 50 709.5
7.29 22 160.38
0 22 0
1540
MODIFIED ESTIMATE Name Of Work : Construction of G.P.Building
FOR ITEMS ALREADY PAID Amount SNo 1
Task Name
N0
L
B
D
Qty.
Rate
3 4 5 6 1 B01.UNSKILLED LABOUR Charges for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. QVP No. 16 308) (RSSR)
7
8
9
2 B13.Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges including unskilled wages etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. QVP No. 39 40)
60.28
Labour
Material
10
11
124.43 7500.64
7.59 2633.75
19990.16
3 B15.Random Rubble mansonary in CM(1:6) including Cost and Conveyance of all materials and curing charges including unskilled wages etc., complete for finished item QVP No. 39 of work for Foundations (APSS No. 601 & 615)(CSSR)
10.66
2137.1
4 B18.Unskilled Labour charges for Filling with useful available excavated earth in trenches, sides of foundations and basement complete for finished item of work. (APSS QVP No. 16 NO. 309 & 310) (CSSR) (L.S)
0.00
19.79
0
5 B19.UNSKILLED LABOUR Charges for Filling with gravel in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) QVP No. 16 (CSSR) (L.S)
56.50
16.94
957.11
56.5
210.8
5.13
16.94
5.13
6 B20.Filling with gravel in trenches, sides of foundations and basement complete for QVP No. 39 finished item of work. (APSS NO. 309 & 310)(CSSR) 7 B21.UNSKILLED LABOUR Charges for Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) QVP No. 16 (CSSR) (L.S)
22781.49
11910.20
86.9
8 B22.Filling with Sand in trenches, sides of foundations and basement complete for QVP No. 39 finished item of work. (APSS NO. 309 & 310)(CSSR) 9 B24.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 39 work.for Column Footings (APSS No
370.92
1902.82
13.03 5194.63
67686.03
10 B26.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 39 work.for Pedastals (APSS N
3.02 5399.63
16306.88
1
3 4 5 6 11 B28.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 40 work.for Plinth Beams (APS
7
8
9
10
11
5.67 6593.63
37385.88
12 B30.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 40 work.for Columns (APSS No.
3.67 5808.35
21316.64
13 B32.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 40 work.for Roof Beams (APSS
4.86 5798.93
28182.80
14 B34.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of QVP No. 40 work.for Roof slabs (125mm 15 B36.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Lintels QVP No. 40 (AP 16 B38.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for QVP No. 41 Sunshades(7 17 B42.Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings QVP No. 41 including C/c and labour charges etc., complete 18 B44.Masonry in superstructure with CM (1:8) prop: using 2nd class traditional Bricks of size 23x11x7 cms having minimum crushing strength of 50 kg/cm2 including Cost and QVP No. 41 Conveyance of all materials, scaffolding charges, etc complete 19 QC Charges 20 VAT Charges 21 Seinerage Charges
112.23
704.99
79121.03
1.05 6094.35
6399.07
16.11
542.92
3500.00
50630
8746.44
177205.00
37.81 2588.64
97876.48 2985.00 29840.00 6601.00
Sub total Rs. 8544.00 636236.00
1
3
4
5
6
7
Deputy Exe.Engineer
8
9
10
Asst.Exe. Engineer
11
MODIFIED ESTIMATE Name Of Work : Construction of G.P.Building
FOR ITEMS TO BE PAID SNo 1
Task Name
N0
L
B D
3 4 5 6 7 1 B01.UNSKILLED LABOUR Charges for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. QVP No. 70 308) (RSSR)
Qty.
Rate
8
9
7.29
124.43
Amount Labour 10
Material 11
907
2 B13.Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials for Foundations and Flooring Bed (APSS No. 40) QVP No. 64 11.71 2517.11
29475
3 B15.Random Rubble mansonary in CM(1:6) including Cost and Conveyance of all materials and curing charges including unskilled wages etc., complete for finished item QVP No. 64 of work for Foundations (APSS No. 601 & 615)(CSSR)
3.07 2080.08
6386
4 B18.Unskilled Labour charges for Filling with useful available excavated earth in trenches, sides of foundations and basement complete for finished item of work. (APSS QVP No. 64 NO. 309 & 310) (CSSR) (L.S)
1.94
19.179
37
5 B21.UNSKILLED LABOUR Charges for Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) QVP No. 70 (CSSR) (L.S)
0.27
16.94
5
0.27
385.62
104
0.30 5856.75
1757
6 B22.Filling with Sand in trenches, sides of foundations and basement complete for QVP No. 64 finished item of work. (APSS NO. 309 & 310)(CSSR) 7 B36.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Lintels QVP No. 65 (AP 8 B42.Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings QVP No. 66 including C/c and labour charges etc., complete 9 B44.Masonry in superstructure with CM (1:8) prop: using 2nd class traditional Bricks of size 23x11x7 cms having minimum crushing strength of 50 kg/cm2 including Cost and QVP No. 66 Conveyance of all materials, scaffolding charges, etc complete 10 B48.Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat QVP No. 66 cement
123.02
50.63
6229
12.13 2562.72
31086
10.5
212.09
2227
1
3 4 5 6 7 11 B50.Plastering 12mm thick double coat in CM (1:6) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like QVP No. 66 cement, sand,water etc., to site, other taxes on all materials,
8
9
10
11
241.99
168.1
40679
38.01
68.03
2586
213.77
168.1
35935
94.79
574.03
54412
6.75
461.90
3118
24.52
436.89
10713
1661
57.5
95508
15.90
48.53
772
51.6
48.35
2495
20 B86.Supplying & Fixing of Indian Pattern White Glazed 1st Quality of ISI Orissa Pan with "P" or "S" trapm including cost and conveyance of all materials and labour charges QVP No. 68 etc., complete (L.S)
3
1800
5400
21 B90.Prince/ Sudhakar make or equivalent quality PVC /SWR pipes & fittings ( as per ISI QVP No. 68 standards) 4kg/cm2 110mm dia. double socket (L.S)
12.9
173.53
2239
12 B50.A.Plastering 12mm thick in CM (1:5) including c/c of all materials like cement, QVP No. 67 sand,water etc., to site, other taxes on all materials, 13 B52.Plastering 12mm thick double coat in CM (1:5) 8mm thick base coat and top coat QVP No. 67 CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials for External walls 14 B 65 Flooring with ceramic non-skid tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of QVP No. 67 honey like consistency spread @ 3.3.kgs per sqm including cost of all materials 15 B60. Skirting for internal walls to with Ceramic tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per QVP No. 67 sqm , including cost of all materials 16 B67.Dadooing to walls with colour glazed tiles 1st. quality of any size of brand set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed with white cement paste mixed with pigment of matching shade including QVP No. 68 cost and conveyance of all materials labour charges etc., complete 17 B.103A.Supplying, fitting and placing of MS Iron Doors and Windows complete as per drawings and technical specifications including bending, cutting, fabricating and fixing QVP No. 67 etc., complete 18 B73.Supplying and Fixing of 25mm dia 2.0 mm thick PVC Conduit pipe concealed in QVP No. 68 wall with all required accessories 19 B74.Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., QVP No. 68 complete.
Sub total Rs. 24 B100.Provision for VAT @ 5% 25 B101.Seigniorage charges
949 15214 1540
331121
1
3
4
5
6 7
8
9
26 B102.QC charges @0.5%
10 1656
Sub Total :
Grand Total Rs.
Deputy Exe.Engineer PRI, B. Kothakota
350480
Asst.Exe. Engineer 0
11
COMPARATIVE STATEMENT Name Of Work : Construction of G.P.Building @ Kadirinathunikota of Mulakalacheruvu Mandal SNo 1
Task Name
3 1 B01.UNSKILLED LABOUR Charges for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. 308) (RSSR)
As per Modified Estimate Qty. Rate Amount 7 8 9
As per Working Estimate Qty. Rate Amount 4 5 6 140.85
8830
2 B13.Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges for Foundations and Flooring Bed (APSS No. 40)
18.52 2633.75
3 B15.Random Rubble mansonary in CM(1:6) including Cost and Conveyance of all materials and curing charges including unskilled wages etc., complete for finished item of work for Foundations (APSS No. 601 & 615)(CSSR)
13.61
4 B18.Unskilled Labour charges for Filling with useful available excavated earth in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S) 5 B19.UNSKILLED LABOUR Charges for Filling with gravel in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S) 6 B20.Filling with gravel in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR) 7 B21.UNSKILLED LABOUR Charges for Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S)
62.69
7.29
Excess
Less
10
11
124.43
907
0
7923
48777
11.71 2517.11
29475
0
19302
2137.1
29086
3.07 2080.08
6386
0
22700
31.345
19.179
601
1.94
19.179
37
0
564
56.86
19.179
1091
0.00
0.00
0
0
1091
56.86
210.8
11986
0.00
0.00
0
0
11986
5.14
19.179
99
0.27
16.94
5
0
94
5.14
8 B22.Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR) 9 B24.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Column Footings (APSS No
370.92
1907
0.27
385.62
104
0
1803
13.07 5194.63
67894
0.00
0.00
0
0
67894
10 B26.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Pedastals (APSS N
3.02 5399.63
16307
0.00
0.00
0
0
16307
11 B28.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Plinth Beams (APS
5.67 6593.63
37386
0.00
0.00
0
0
37386
12 B30.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Columns (APSS No.
3.86 5808.35
22420
0.00
0.00
0
0
22420
1
3 13 B32.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Roof Beams (APSS 14 B34.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Roof slabs (125mm 15 B36.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Lintels (AP
4
5
6
7
8
32880
0.00
0.00
0
0
32880
704.99
79981
0.00
0.00
0
0
79981
1.05 6094.35
6399
0.30 5856.75
1757
0
4642
5.67 5798.93
113.45
9
10
11
16 B38.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Sunshades(7
24.15
542.92
13112
0.00
0.00
0
0
13112
17 B42.Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including C/c and labour charges etc., complete
3.50
50630
177205
123.02
50.63
6229
0
170976
57.37 2588.64
148510
12.13 2562.72
31086
0
117424
18 B44.Masonry in superstructure with CM (1:8) prop: using 2nd class traditional Bricks of size 23x11x7 cms having minimum crushing strength of 50 kg/cm2 including Cost and Conveyance of all materials, scaffolding charges, etc complete 19 B48.Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement
113.45
219.35
24885
10.50
212.09
2227
0
22658
243.36
171.03
41622
241.99
168.1
40679
0
943
0.00
0.00
0
38.01
68.03
2586
2586
0
184.44
176.69
32589
213.77
168.1
35935
3346
0
0.00
0.00
0
94.79
574.03
54412
54412
0
0.00
0.00
0
6.75
461.90
3118
3118
0
20 B50.Plastering 12mm thick double coat in CM (1:6) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incident 21 B50.A.Plastering 12mm thick in CM (1:5) including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incident 22 B52.Plastering 12mm thick double coat in CM (1:5) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials for External walls 23 B 65 Flooring with ceramic non-skid tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm , including seigniorage charges, etc., complete for finished item of work, including the cost of conveyance of all materials. 24 B60. Skirting for internal walls to with Ceramic tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm , including cost of all materials
1
3 25 B67.Dadooing to walls with colour glazed tiles 1st. quality of any size of brand set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. including cost and conveyance of all materials labour charges etc., complete
4
5
6
7
8
9
10
11
42.54
443.41
18863
24.52
436.89
10713
0
8150
441.62
19.87
8775
0.00
0.00
0
0
8775
27 B.103A.Supplying, fitting and placing of MS Iron Doors and Windows complete as per drawings and technical specifications including bending, cutting, fabricating and fixing etc., complete 1461.79
57.5
84053 1661.00
57.50
95508
11455
0
26 B69.Whiting to new walls and ceiling in two coats with Surya cem or equavalent quality to give an even shade after throughly brushing the surface to remove all loose powdered materials including c/c of all materials and water to site,
28 B104A.Painting to new Iron work with two coats of ready mixed synthetic enamel paint making three coats in all to give an even shade after thoroughly brushing the surface to remove all remains of loos
83.18
23.69
1971
0.00
0.00
0
0
1971
0
0
0
15.90
48.53
772
772
0
0
0
0
51.60
48.35
2495
2495
0
3
1800
5400
3.00
1800
5400
0
0
0
0
0
12.90
173.53
2239
2239
0
36800 12787 4600 23184
644780 15214 1540 1656 0
644780 0 0 0 0
0 21586 11247 2944 23184
Total Rs.
1000000
995260
725203
729943
As per Original Estimate
1000000
As per Excess
725203
As per Working Estimate
995260
As per Less
729943
29 B73.Supplying and Fixing of 25mm dia 2.0 mm thick PVC Conduit pipe concealed in wall with all required accessories 30 B74.Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. 31 B86.Supplying & Fixing of Indian Pattern White Glazed 1st Quality of ISI Orissa Pan with "P" or "S" trap ISI Mark 630x450 mm including cost and conveyance of all materials and labour charges etc., complete (L.S) 32 B90.Prince/ Sudhakar make or equivalent quality PVC /SWR pipes & fittings ( as per ISI standards) 4kg/cm2 110mm dia. double socket (L.S) 33 Already Paid 34 35 36 37
B100.Provision for VAT @ 5% B101.Seigniorage charges B102.QC charges @0.5% Unforeseen items
4740
Dy. Exe. Engineer, PRI Sub division, 0
4740
Asst. Exe. Engineer, 0
COMPLETION REPORT Name Of Work : Construction of G.P.Building @ Kadirinathunikota of Mulakalacheruvu Mandal SNo 1
Task Name
3 1 B01.UNSKILLED LABOUR Charges for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation.(APSS No. 308) (RSSR)
As per Modified Estimate Qty. Rate Amount 4 5 6 124.43
907.00
2 B13.Plain Cement Concrete (1:4:8) prop using 40mm size HBG (SS5) metal including Cost and Conveyance of all materials and curing charges for Foundations and Flooring Bed (APSS No. 40)
11.71 2517.11
3 B15.Random Rubble mansonary in CM(1:6) including Cost and Conveyance of all materials and curing charges including unskilled wages etc., complete for finished item of work for Foundations (APSS No. 601 & 615)(CSSR)
3.07 2080.08
4 B18.Unskilled Labour charges for Filling with useful available excavated earth in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S)
1.94
19.179
37.00
1.94
5 B19.UNSKILLED LABOUR Charges for Filling with gravel in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S)
0
0
0.00
0
0
0.27
Less
10
11
907.09
0.09
0.00
29475.00
11.71 2517.11
29475.36
0.36
0.00
6386.00
3.07 2080.08
6385.85
0.00
0.15
19.179
37.21
0.21
0.00
0
0
0.00
0.00
0.00
0.00
0
0
0.00
0.00
0.00
16.94
5.00
0.27
16.94
4.57
0.00
0.43
0.27
385.62
104.00
0.27
385.62
104.12
0.12
0.00
0
0
0.00
0
0
0.00
0.00
0.00
10 B26.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Pedastals (APSS N
0
0
0.00
0
0
0.00
0.00
0.00
11 B28.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Plinth Beams (APS
0
0
0.00
0
0
0.00
0.00
0.00
12 B30.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Columns (APSS No.
0
0
0.00
0
0
0.00
0.00
0.00
8 B22.Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR) 9 B24.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Column Footings (APSS No
7.29
Excess
124.43
6 B20.Filling with gravel in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310)(CSSR) 7 B21.UNSKILLED LABOUR Charges for Filling with Sand in trenches, sides of foundations and basement complete for finished item of work. (APSS NO. 309 & 310) (CSSR) (L.S)
7.29
As per Execution Qty. Rate Amount 7 8 9
1
3 13 B32.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Roof Beams (APSS 14 B34.Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing and labour charges etc., complete for finished item of work.for Roof slabs (125mm 15 B36.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Lintels (AP
4
5
6
7
8
9
10
11
0
0
0.00
0
0
0.00
0.00
0.00
0
0
0.00
0
0
0.00
0.00
0.00
0.3 5856.75
1757.00
0.3 5856.75
1757.03
0.03
0.00
16 B38.RCC(1:1 1/2:3) M20 grade using cement content 330 kgs, 20mm size HBG(SS5) machine crushed including Cost and Conveyance of all materials etc, complete including cost of steel and its fabrication charges for finished item of work for Sunshades(7
0
0
0.00
0
0
0.00
0.00
0.00
17 B42.Providing high yield strength deformed (HYSD) steel TMT bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including C/c and labour charges etc., complete
123.02
50.63
6229.00
123.02
50.63
6228.50
0.00
0.50
12.13 2562.72
31086.00
12.13 2562.72
31085.79
0.00
0.21
18 B44.Masonry in superstructure with CM (1:8) prop: using 2nd class traditional Bricks of size 23x11x7 cms having minimum crushing strength of 50 kg/cm2 including Cost and Conveyance of all materials, scaffolding charges, etc complete 19 B48.Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement
10.5
212.09
2227.00
10.5
212.09
2226.95
0.00
0.05
241.99
168.1
40679.00
241.99
168.1
40678.52
0.00
0.48
38.01
68.03
2586.00
38.01
68.03
2585.82
0.00
0.18
213.77
168.1
35935.00
213.77
168.1
35934.74
0.00
0.26
94.79
574.03
54412.00
94.79
574.03
54412.30
0.30
0.00
6.75
461.9
3118.00
6.75
461.9
3117.83
0.00
0.17
20 B50.Plastering 12mm thick double coat in CM (1:6) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incident 21 B50.A.Plastering 12mm thick in CM (1:5) including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incident 22 B52.Plastering 12mm thick double coat in CM (1:5) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials for External walls 23 B 65 Flooring with ceramic non-skid tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm , including seigniorage charges, etc., complete for finished item of work, including the cost of conveyance of all materials. 24 B60. Skirting for internal walls to with Ceramic tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm , including cost of all materials
1
3 25 B67.Dadooing to walls with colour glazed tiles 1st. quality of any size of brand set over a base coat of CM (1:5), 12mm thick and neat cement paste at the rate of 3.3 Kg/Sqmt. including cost and conveyance of all materials labour charges etc., complete
4
5
6
7
8
9
10
11
24.52
436.89
10713.00
24.52
436.89
10712.54
0.00
0.46
26 B69.Whiting to new walls and ceiling in two coats with Surya cem or equavalent quality to give an even shade after throughly brushing the surface to remove all loose powdered materials including c/c of all materials and water to site,
0
0
0.00
0
0
0.00
0.00
0.00
27 B.103A.Supplying, fitting and placing of MS Iron Doors and Windows complete as per drawings and technical specifications including bending, cutting, fabricating and fixing etc., complete
1661
57.5
95508.00
1661
57.5
95507.50
0.00
0.50
28 B104A.Painting to new Iron work with two coats of ready mixed synthetic enamel paint making three coats in all to give an even shade after thoroughly brushing the surface to remove all remains of loos
0
0
0.00
0
0
0.00
0.00
0.00
15.9
48.53
772.00
15.9
48.53
771.63
0.00
0.37
51.6
48.35
2495.00
51.6
48.35
2494.86
0.00
0.14
3
1800
5400.00
3
1800
5400.00
0.00
0.00
12.9
173.53
2239.00
12.9
173.53
2238.54
0.00
0.46
644780.00 15214.00 1540.00 1656.00 0.00
644780.00 15214.00 1540.00 1656.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
Total Rs. 995260.00
995256.75
1.11
4.36
29 B73.Supplying and Fixing of 25mm dia 2.0 mm thick PVC Conduit pipe concealed in wall with all required accessories 30 B74.Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. 31 B86.Supplying & Fixing of Indian Pattern White Glazed 1st Quality of ISI Orissa Pan with "P" or "S" trap ISI Mark 630x450 mm including cost and conveyance of all materials and labour charges etc., complete (L.S) 32 B90.Prince/ Sudhakar make or equivalent quality PVC /SWR pipes & fittings ( as per ISI standards) 4kg/cm2 110mm dia. double socket (L.S) 33 Already Paid 34 35 36 37
B100.Provision for VAT @ 5% B101.Seigniorage charges B102.QC charges @0.5% Unforeseen items
As per Modified Estimate 995260.00
As per Excess
1.11
As per Execution 995256.75
As per Less
4.36
3.25
Dy. Exe. Engineer, PRI Sub division, 0
3.25
Asst. Exe. Engineer, 0
Est. Cost Rs. : 10.00 Lakhs
Name Of Work : Construction of G.P.Building
S.NO
1
Description of item
Source of Supply
SSR .Item No.
Unit
lead in kms
3
4
5
6
Net Lead charges
Initial cost
8
Machine Blasting Crushed charges charges
9
10
Loading charges (V.P-328)
Un loading charges (V.P-328)
Net Rate
12
13
14
S.F. Charges
1
2 Sand for mortar (Screened)
Local
36.a
1cum
16.00
147.37
325.00
11.60
443.97
40.00
2
Sand for mortar (unScreened)
Local
36.a
1cum
16.00
147.37
425.00
11.60
543.97
40.00
3
Sand for filling
Local
36 B
1cum
10.00
97.37
250.00
11.60
318.97
40.00
5
40mm HBG metal (MC)
Settipalle 33.f
1cum
29.00
255.70
745.00
70.00
0.00
950.70
50.00
6
20mm HBG metal(MC)
Settipalle 33.d
1cum
60.00
471.93
1175.00
70.00
0.00
1596.93
50.00
7
10mm HBG metal(MC)
Settipalle 33.b
1cum
60.00
471.93
820.00
70.00
0.00
1241.93
50.00
8
6mm HBG metal(MC)
Settipalle 33.a
1cum
60.00
471.93
655.00
70.00
0.00
1076.93
50.00
9
Rough Stones
Local
22.g
1cum
29.00
255.70
265.00
470.70
50.00
10
C.R Stones
Local
13
1cum
29.00
255.70
370.37
576.07
50.00
11
Bond Stones
Local
1cum
29.00
255.70
1583.33
1789.03
50.00
12
Bricks(Second class)
Local
75 BMTA-01
1000Nos
5.00
74.28
3100.00
0.00
3238.08
38.50
13
Cement
At Site
1 MT
.
0.00
4.88
0.00
4.88
14
HYSD Steel (Fe -415)
At Site
1 MT
-
0.00
43000.00
0.00
43000.00
15
Water
At Site
M-189
1 KL
0.00
0.00
77.00
0
77.00
16
Gravel
Local
M-008
1cum
5.00
55.70
80.00
31.90
113.70
Certified that the leads above are nearest to the best of my knowledge.
Deputy Exe.Engineer 0.00
31.90
Asst.Exe. Engineer 0.00
22.00
DATA FOR GP BUILDING
S No 1
Description 2
Unit 3
Cement Cost per Tonne Steel Fe 415 Mason 1st class Mason 2nd class Mazdoor (unskilled) Excavation for Structures RBR-FNDN-1 1 B01.UNSKILLED LABOUR Charges for Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 2m in Ordinary Soils for Foundation. (APSS No. 308) (RSSR) for Buildings Add @ 75% for building foundations Rate per cum = (a+b+c)/10 BLD-CSTN-1-4 2 Cement Mortar (1 : 3) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) C. LABOUR: Man mazdoor for mixing mortar Grand Total BLD-CSTN-1-5 3 Cement Mortar (1 : 4) (for Plastering) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) C. LABOUR: Man mazdoor for mixing mortar Grand Total BLD-CSTN-1-6 4 Cement Mortar (1 : 5) (for Plastering) Unit : 1cum A. MATERIALS:
Qty Rate Rs. 4 5 4.88 43000.00 285.00 260.00 215.00
Amount Rs. Labour 6 7
Cum
3.46 0.75
215.00 743.90
743.90 557.93 1301.83 130.18
kg. cum
480.00 1.05
4.88 543.97
2342.40 571.17 2913.57
day
0.20
215.00
43.00 43.00 2956.57
kg. cum
360.00 1.05
4.88 543.97
1756.80 571.17 2327.97
day
0.20
215.00
43.00 43.00 2370.97
Material 8
1
2 Cement Sand (including 5% wastage)
3 kg. cum
4 288.00 1.05
5 4.88 543.97
6 1405.44 571.17 1976.61
C. LABOUR: Man mazdoor for mixing mortar
day
0.20
215.00
43.00 43.00 2019.61
kg. cum
240.00 1.05
4.88 543.97
1171.20 571.17 1742.37
day
0.20
215.00
43.00 43.00 1785.37
kg. cum
240.00 1.05
4.88 543.97
1171.20 571.17 1742.37
day
0.20
215.00
43.00 43.00 1785.37
kg. cum
180.00 1.05
4.88 543.97
878.40 571.17 1449.57
day
0.20
215.00
43.00 43.00 1492.57
Grand Total BLD-CSTN-1-7 5 Cement Mortar (1 : 6) (for Masonry) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) C. LABOUR: Man mazdoor for mixing mortar Grand Total BLD-CSTN-1-7 6 Cement Mortar (1 : 6) (for Plastering) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) C. LABOUR: Man mazdoor for mixing mortar Grand Total BLD-CSTN-1-8 7 Cement Mortar (1 : 8) ( for masnory) Unit : 1cum A. MATERIALS: Cement Sand (including 5% wastage) C. LABOUR: Man mazdoor for mixing mortar Grand Total BLD-CSTN-2-5
7
8
1
2 8 Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. work upto plinth level. Unit = 1cum A. MATERIALS: Cement Coarse aggregate 40 mm Fine aggregate (Sand un screened) Water (including for curing)
3
4
5
6
kg cum cum kl
162.00 0.90 0.45 1.20
4.88 950.70 443.97 77.00
790.56 855.63 199.79 92.40 1938.38
hour
1.00
248.40
248.40
day day
0.10 1.39 1.00
285.00 215.00 2.98
28.50 298.85 2.98 330.33 2517.11
cum cum Kgs
0.900 0.450 330.00
1596.93 543.97 4.88
1437.24 244.79 1610.40 3292.43
B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women)
day day day
0.133 0.267 3.600
285.00 260.00 215.00
37.91 69.42 774.00 881.33
C. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Cost of diesel for Miller cost of Petrol for Vibrater Water (including for curing)
hour Lit. Lit. kl
1.000 0.133 0.667 1.200
248.40 41.00 72.00 77.00
248.40 5.45 48.02 92.40 394.27 4568.03
All
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity C. LABOUR: Mason 1st class Mazdoor (unskilled) Water Charges 1% Grand Total BLD-CSTN-2-13 R.C.C. M-20 Nominal Mix (1:2:4) Vibrated reinforced Cement Concrete (1:1 1/2 :3) M20 grade using 330 kg. of cement , 20mm size HBG (SS5) metal including Cost and Conveyance of all materials with mixing, laying, curing etc., complete for finished item of work.for 9 FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) A. MATERIALS: 20mm HBG graded metal Sand Cement
BASIC COST per 1 cum (a+b+c) 10 Footings
7
8
1
2
3 4 1 Cum 4568.03 1 Cum 389.00
5 1 Cum 1 Cum
6 4568.03 389.00 4957.03
11 Pedastals Rate for norminal mix M20 Centering Charges
1 Cum 4568.03 1 Cum 594.00
1 Cum 1 Cum
4568.03 594.00 5162.03
12 Plinth beams Rate for norminal mix M20 Centering Charges
1 Cum 4568.03 1 Cum 1788.00
1 Cum 1 Cum
4568.03 1788.00 6356.03
Rate for Design mix M20 Centering Charges
13 COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS A. MATERIALS: 20mm HBG graded metal Sand Cement
cum cum Kgs
0.900 0.450 330.000
1596.93 543.97 4.88
1437.24 244.79 1610.40 3292.43
B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women)
day day day
0.167 0.167 4.700
285.00 260.00 215.00
47.60 43.42 1010.50 1101.52
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Water (including for curing)
hour kl
1.000 1.200
248.40 77.00
248.40 92.40 340.80 4734.75
1
4734.75 1122.00
4734.75 1122.00 5856.75
1.00
4734.75 836.00
4734.75 836.00 5570.75
0.900 0.450 330.000
1596.93 543.97 4.88
1437.24 244.79 1610.40 3292.43
BASIC COST per 1 cum 14 Lintels Rate for norminal mix M20 Centering Charges Rate per cu.m 15 Coloumns Rate for norminal mix M20 Centering Charges Rate per cu.m 16 RCC SLABS, BEAMS A. MATERIALS: 20mm HBG graded metal Sand Cement
1 Cum 1 Cum
1 Cum 1 Cum
cum cum Kgs
1.00 1
7
8
1
2
3
4
5
6
B. LABOUR: 1st Class Mason 2nd Class Mason Mazdoor (Both Men and Women)
day day day
0.067 0.133 2.500
285.00 260.00 215.00
19.10 34.58 537.50 591.18
B. MACHINERY Concrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity Water (including for curing)
hour kl
0.267 1.200
248.40 77.00
66.32 92.40 158.72 4042.33
10 M2 10 M2
1.25 4042.330 10.00 170.00
5052.91 1700.00 6752.91 675.29
10 M2 10 M2
1.75 4042.330 10.00 177.00
7074.08 1770.00 8844.08
BASIC COST per 1 cum 17 Roof Slab 125 mm thick Basic rate Centering charges Rate per 10 Sqm Rate per Sqmtr. 18 Waist Slabs 175 mm thick Basic rate Centering charges Rate per 10 Sqm 19 RCC Beams Basic rate Centering charges Rate per 1 cum 20 SUNSHADES 60 Cm wide Cost of mix Plastering in CM (1:4) 12 mm thick
1 cum 1 cum
m3 0.0375 M2 1.00
Centering charges 1 sqm Rate per Rm BLD-CSTN-2-10 21 Plain cement concrete corresponding to(1:3:6) Design Mix (By weigh batching) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry using a minimum quantity of 220 Kgs of cement per cubicmetre of concrete including cost and conveyance of all materials like cement, fine aggregate (Sand), Coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering. shuttering, machine mixing laying concrete, vibrating lift charges, curing etc., complete for bed blocks, sill concrete, hold fasts (APSS No.402 & 403) using 40mm metal with hand mixing Unit : 1cum A. MATERIALS:
1.00 1.00
0.60
4042.33 1519.00
4042.33 1519.00 5561.33
4042.33 237.10
151.59 237.10 388.69 119.40 508.09
199.00
7
8
1
2 Cement Coarse aggregate 40mm Fine aggregate (Sand) Water (including for curing)
3 Kg cum cum kl
4 220.00 0.90 0.45 1.20
5 4.88 950.70 443.97 77.00
6 1073.60 855.63 199.79 92.40 2221.42
B. LABOUR: Mason 1st class Mazdoor (unskilled)
day day
0.10 2.36
285.00 215.00
28.50 507.40 535.90 2757.32
Unit = t (a) Material HYSD bars including 5 per cent for overlaps and wastage Binding wire (P.No.21)
t kg
1.05 43000.00 6.00 55.00
45150.00 330.00 45480.00
(b) Labour for cutting, bending, shifting to site, tying and placing in position Blacksmith / Bar bender Mazdoor (Unskilled)
day day
10.00 10.00
300.00 215.00
3000.00 2150.00 5150.00 50630.00
Unit = 1cum A. MATERIALS: Cement Bricks traditional size 23 x 11 x 7 cms 2nd class Fine aggregate (Sand)
kg Nos cum
36.00 512.00 0.20
4.88 3238.08 543.97
175.68 1657.90 108.79 1942.37
B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled)
day day day
0.24 0.56 1.89
285.00 260.00 215.00
68.40 145.60 406.35
Grand Total BLD-CSTN-2-18 22 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded
Rate per t = a+b+c+d BLD-CSTN-3 23 MBG43.Brick Masonry in superstructure with CM (1:8) prop: using 2nd class traditional Bricks of size 23x11x7cm having minimum crushing strength of 50 kg/cm2 including Cost and Conveyance of all materials scaffolding charges, etc., complete for finished item of work. (APSS No. 501 & 504).excluding Un Skilled Labour (CSSR) Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class
7
8
1
2
3
4
5
6 620.35 2562.72
Grand Total BLD-CSTN-4-8 24 B15.Random Rubble masonary in CM(1:6) including Cost and Conveyance of all materials and curing charges but excluding unskilled wages etc., complete for finished item of work for Foundations (APSS No. 601 & 615)(CSSR) Unit = 1cum A. MATERIALS: Cement (1:6 proportion) CR Stone Rough Stone Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum Fine aggregate (Sand)
kg cum cum cum cum
79.20 0.44 0.50 0.16 0.33
4.88 576.07 470.70 1789.03 443.97
386.50 253.47 235.35 286.25 146.51 1308.08
B. LABOUR: Mason 1st class Mazdoor (unskilled)
day day
1.20 2.00
285.00 215.00
342.00 430.00 772.00 2080.08
kg cum
43.00 0.18
4.88 443.97
kg cum
14.50 0.04
4.88 443.97
209.84 79.91 289.75 70.76 17.76 88.52
day day day
0.63 1.47 3.90
285.00 260.00 215.00
Grand Total BLD-CSTN-6-9 25 Plastering 20mm thick in two coats for uneven surfaces of walls with base coat of 16mm thick in CM(1:6) and top coat of 4mm thick in CM(1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site, cost of seigniorage charges on all materials, and other taxes on all materials and operational incidental charges and all labour charges for mixing mortar, finishing scaffolding, lift charges, curing including cutting grooves etc., as directed by Engineer in charge complete for finished item of work(APSS No. 901 & 904) (Internal) Unit = 10 sqm A. MATERIALS: Base Coat in CM(1:6), 16 mm thick Cement Sand Top Coat in CM(1:4), 4 mm thick Cement Fine aggregate (Sand) B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled)
179.55 382.20 838.50 1400.25
7
8
1
2
3
4
5
6 1778.52
cum cum
0.15 0.15
2019.61
302.94
day day
0.6 0.96
285.00 215.00
171.00 206.40
Grand Total BLD-CSTN-6-10 25
B50.A.Plastering 12mm thick in CM (1:5) including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, labour charges etc.,
Plastering with CM (1:5), 12 mm thick Unit = 10 sqm A. MATERIALS: Cement Mortor (1:5) Seigniorage charges for F.A B. LABOUR: Mason 1st class Mazdoor (unskilled) Grand Total
680.34
26 B50.Plastering 12mm thick double coat in CM (1:6) 8mm thick base coat and top coat CM(1:4) of 4mm thick with dubara sponge finish including c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, Unit = 10 sqm A. MATERIALS: Base Coat in CM(1:5), 8 mm thick Cement Fine aggregate (Sand) Top Coat in CM(1:3), 4 mm thick Cement Fine aggregate (Sand) B. LABOUR: Mason 1st class Mason 2nd class Mazdoor (unskilled) Grand Total Rate per Sqmtr. BLD-CSTN-6-15 27 20 mm thick plain cement mortar bands in cement mortar 1:4 (1cement : 4 sand) upto 300 mm in width (a) Flush Band :Details of cost for 10 metres long and 10 cm wide band Materials :-
kg cum
26.40 0.11
4.88 543.97
kg cum
14.40 0.04
4.88 543.97
day day day
0.63 1.47 3.90
285.00 260.00 215.00
128.83 59.84 188.67 70.27 21.76 92.03 179.55 382.20 838.50 1400.25 1680.95 168.10
7
8
1
2 Cement mortar 1 :4 Labour :— Mason llnd class Mazdoor (unskilled) Add for water charges @ 1 %
3 cum
4 0.023
5 2370.97
6 54.53
day day
0.300 0.350
260.00 215.00
78.00 75.25 15.33 223.11 223.11
Say
Cost for 10 metres long and 10 cm wide band Cost per cm width x metre long Rate per 2.50 Cm width FLOORING BLD-CSTN-7-18 28 Florring with Black kadapa stones Unit = 10 sqm A. MATERIALS: Cost of Kadpa stones Cement for CM (1:8) for base coat Cement for slurry Cement for jointing Sand for CM (1:8) B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1%
22.31 5.58
sqm kg. kg. kg. cum
11.00 21.60 33.00 20.00 0.12
107.60 4.88 4.88 4.88 443.97
1183.60 105.41 161.04 97.60 53.28 1600.93
day day day
3.10 1.10 0.86 1354.40
285.00 260.00 215.00 1.00%
883.50 286.00 184.90 13.54 1367.94 2968.87
sqm kg. kg. kg.
10.10 21.60 33.00 2.00
374.00 4.88 4.88 25.00
3777.40 105.41 161.04 50.00
Grand Total BLD-CSTN-7-6 29 Flooring with ceramic non-skid tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials. Unit = 10 sqm A. MATERIALS: Ceramic tiles Cement for CM (1:8) for base coat Cement for slurry White cement
7
8
1
2
3 cum
4 0.12
5 543.97
6 65.28 4159.13
day day day
0.96 2.24 3.30 1565.50
285.00 260.00 215.00 0.01
273.60 582.40 709.50 15.66 1581.16 5740.29 574.03
Unit = 10 sqm A. MATERIALS: Colour glazed tiles Sand for cm 1:3 base coat Cement for cm 1:3 base coat Cement for slurry White cement for jointing & pointing
sqm cum kgs kgs kgs
10.00 0.12 57.60 33.00 6.00
332.00 543.97 4.88 4.88 25.00
3320.00 65.28 281.09 161.04 150.00 3977.41
B. LABOUR Mason 1st class Mazdoor (unskiled)
day day
0.77 0.80
285.00 215.00
219.45 172.00 391.45 4368.86 436.89
Sand for CM (1:8) B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled) Add water charges 1% Grand Total Rate per Sq.Mtr. BLD-CSTN-7-18 30 Providing Dadooing for internal walls to with colour glazed tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials
Grand Total Rate per Sq.Mtr. BLD-CSTN-8-25 31 Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc, complete for finished item of work Unit = 10 sqm A. MATERIALS:
7
8
1
2 Cement Mortal 1:3 Water proof compound( H-01)
3 cum kg
4 0.210 2.000
5 2956.57 58.00
6 620.88 116.00 736.88
B. LABOUR Mason 1st class Mason 2nd class Mazdoor (unskiled)
day day day
0.660 1.540 3.70
285.00 260.00 215.00
188.10 400.40 795.50 1384.00 2120.88 212.09
Grand Total Rate per Sq.Mtr. BLD-CSTN-10-4 UNIT -1 sqm PAINTING & VARNISHING TN-9-5 B69 White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials Unit: 10 sqm A. MATERIALS : Whiting / White Cement Gum, conjee water, or prickly pear juice including necessary fire wood B. LABOUR Brick Layers / Painter Mazdoor (unskilled) Sundries including brushes, ladders, etc., Total cost for 10 sqm Rate per Sq.Mtr. 32 B71.Painting to New walls with two coats of snowcem paints of approved brand and shade over base coat of appropriate distemper primer of approved brand making three coats including c/c of all materials, cost of brushes, water to site & taxes,scaffolding charges, lift charges, curing etc.,complete for finished item of work in all floors for external Walls.(APSS No. 911) (CSSR) Unit: 10 sqm A. MATERIALS : Cement Paint at 3 sqm., per kg(J-26) B. LABOUR Painter Mazdoor (unskilled) Sundries including brushes, etc.,
cum / kg
2.00
35.00
70.00
285.00 215.00
0.00 59.85 68.80
L.S day day
0.210 0.320 1.00%
198.65 19.87
kg
3.500
35.00
122.50
day day
0.500 1.500 1.000%
285.00 215.00 465.00
142.50 322.50 4.65 469.65
7
8
1
2
3
4
5
6 592.15 59.22
L
0.700
100.00
70.00
day day
0.500 0.230 1.000%
285.00 215.00 191.95
142.50 49.45 1.92
L
1.200
170.00
204.00
day day
0.700 0.500
285.00 215.00
199.50 107.50 2.00 776.87 77.69
L
0.70
100.00
70.00
0.21 0.49 1.00%
285.00 215.00 165.20
59.85 105.35 1.65 166.85 166.85 236.85
Total cost for 10 sqm Rate per Sq.Mtr. BLD-CSTN-10-5 BLD-CSTN-10-6 33 Painting to wood work, flush shutters with luppam finish including applying luppam coat over a primary coat and two coats of synthetic enamel paint of 1st grade and approved brand and shade over a primary coat (Total 3 coats) including cost and conveyance of all materials to site, cost of primer coat, brushes, and all labour charges etc., complete. (APSS No. 1201, 1207 & 1212) for all floors. Unit: 10 sqm A. MATERIALS : Wood Primer B. LABOUR Painter Mazdoor Sundries including brushes, soap, putty etc., A. MATERIALS : Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd. B. LABOUR Painter Mazdoor Sundries including brushes, soap, putty etc., Total cost for 10 sqm Rate per Sq.Mtr. BLD-CSTN-10-7 34 Painting, Priming Coat on New Iron Work Unit: 10 sqm A. MATERIALS : Red Oxide Primer B. LABOUR Painter Mazdoor Sundries including brushes, soap, putty etc.,
Total cost for 10 sqm RBR-FNDN-2 35 Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH Sand filling Unit = cum
day day
7
8
1
2 a) Labour Mate Mazdoor (Unskilled) b) Material Sand Rate per cum = a+b+c+d 36 Earth filling (For marshy soil) Unit = cum Taking output = 6 cum a) Labour Mate Mazdoor (Unskilled)
37 Gravel filling (For marshy soil) Including conveyance Unit = 6 cum Taking output = 6 cum a) Labour Mate Mazdoor (Unskilled) Gravel cost Rate per cum = (a+b+c)/6 38 Providing Skirting for internal walls to with Ceramic tiles set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm , including cost of all materials Unit = 10 sqm A. MATERIALS: Black Ceramic tiles Sand for cm 1:3 base coat Cement for cm 1:3 base coat Cement for slurry B. LABOUR Mason 1st class Mazdoor (unskiled) Grand Total
3
4
5
6
day day
0.31
215.00
66.65 66.65
cum
1.00
318.97
318.97 385.62
day day
day day
3.12
3.12 6
215.00
66.65
111.80
Say
670.80 682.20 1353.00 225.50
111.80
215.00 113.70
8
318.97
670.80 670.80 111.80
sqm cum kgs kgs
10.00 0.12 57.60 33.00
374.00 378.69 4.88 4.88
3740.00 45.44 281.09 161.04
day day
0.77 0.80
285.00 215.00
219.45 172.00 4619.02 461.90
Rate per Rmtr. Rs. 39 B.144.Supplying, fitting and placing of MS Iron Doors and Windows complete as per drawings and technical specifications including bending, cutting, fabricating and fixing etc., complete Unit = Kg.
7
113.70
1
2 (a) Material Structual Steel for Openings Fabrication Charges Fixing Charges
3 Kg.
Deputy Exe.Engineer 0.00
4
5
6
1
43.00
44.40 12.00 3.00 59.40
Asst.Exe. Engineer 0.00
7
8
Price adjustment statement for Steel Name Of Work : Construction of G.P.Building Execution date
Amount paid Rs.
Diff. Amount to be paid Rs.
10
11
Recording Date
3 days prior date
MB No
Page No
1
2
3
4
5
6
7
1.327
36973.00
44000.00
58388.00
49063.00
9325.00
734/2009
Quantity of Rate Paid Steel Rs.
Rate Amount to be applicable paid Rs. Rs.
Check measure date
7
8
9
1/17/2012
1/18/2012
1/14/2012
2/6/2012
2/7/2012
2/3/2012
734/2009 11,12,13
0.600
36973.00
45500.00
27300.00
22184.00
5116.00
5/2/2012
5/3/2012
4/29/2012
734/2009 24,25,26
0.324
36973.00
49500.00
16038.00
11979.00
4059.00
5/29/2012
5/30/2012
5/26/2012
31,32,33, 734/2009 34,35,36
1.371
36973.00
49500.00
67865.00
50690.00
17175.00
3.62200
Total Rs. 35675.00
Dy. Exe. Engineer,
Asst.Exe. Engineer
PRI Sub division,
PRI, B. Kothakota
B. Kothakota.
Price adjustment statement for Cement Name Of Work : Construction of G.P.Building Check 28 days prior Recording Sno. measure to recording Date date date 1
2
3
4
Description of Item
MB No
Page No
5
6
7
Qty. 8
Cement unit Qty.
Rate paid
Rate appli cable
Amount paid
9
10
11
12
Amount Diffe rence applicable 13
14
1
17/01/2012 18/01/2012
03/01/2012
734/2009-10
6
CC(1:4:8)
5.13
162.00
5600
5300
4653.94
4404.62
-249.32
2
27/01/2012 07/02/2012
13/01/2012
734/2009-10
10
CC(1:4:8)
2.46
162.00
5600
5300
2231.71
2112.16
-119.55
3
27/01/2012 07/02/2012
13/01/2012
734/2009-10
10
RRM in CM 1:6
10.66
240.00
5600
5300
14327.04
13559.52
-767.52
4
27/01/2012 07/02/2012
13/01/2012
734/2009-10
8,9
VRCC(1:1.5:3)
16.83
330.00
5600
5300
31101.84
29435.67
-1666.17
5
26/02/2012 27/02/2012
12/02/2012
734/2009-10
15
VRCC(1:1.5:3)
5.11
330.00
5600
5300
9443.28
8937.39
-505.89
6
02/05/2012 03/05/2012
18/04/2012
734/2009-10
22
VRCC(1:1.5:3)
2.08
330.00
5600
5000
3843.84
3432
-411.84
7
02/05/2012 03/05/2012
18/04/2012
734/2009-10
24
BM in CM 1:8
26.93
180.00
5600
5000
27145.44
24237
-2908.44
8
29/05/2012 30/05/2012
15/05/2012
734/2009-10
28,31
VRCC(1:1.5:3)
3.17
330.00
5600
5000
5852.39
5225.34
-627.05
9
29/05/2012 30/05/2012
15/05/2012
734/2009-10
30
BM in CM 1:8
10.88
180.00
5600
5000
10967.04
9792
-1175.04
10
22/06/2012 23/06/2012
08/06/2012
734/2009-10
37,38
VRCC(1:1.5:3)
18.89
330.00
5600
5100
34906.41
31789.77
-3116.64
11
07/01/2013 15/03/2013
24/12/2012
734/2009-10
44,46
BM in CM 1:8
7.71
180.00
5600
5000
7771.68
6939
-832.68
12
07/01/2013 15/03/2013
24/12/2012
734/2009-10
46
CC(1:4:8)
9.27
162.00
5600
5000
8409.74
7508.7
-901.04
13
28/02/2012 15/03/2013
14/02/2012
734/2009-10
48,49
50.90
5600
5000
12990.98
11599.09
-1391.89
14
28/02/2012 15/03/2013
14/02/2012
734/2009-10
51
100.80
5600
5000
5351.83
4778.42
-573.41
15
28/02/2012 15/03/2013
14/02/2012
734/2009-10
52
50.90
5600
5000
192.40
171.79
-20.61
16
28/02/2012 15/03/2013
14/02/2012
734/2009-10
53
50.90
5600
5000
698.92
624.03
-74.89
17
28/02/2012 15/03/2013
14/02/2012
734/2009-10
57,60
CC(1:4:8)
2.44
162.00
5600
5000
2213.57
1976.4
-237.17
18
04/03/2013 15/03/2013
18/02/2013
734/2009-10
58,61
BM in CM 1:8
4.80
180.00
5600
4400
4838.40
3801.6
-1036.80
19
04/03/2013 15/03/2013
18/02/2013
734/2009-10
58
WPC 20mm thick
10.50
100.80
5600
4400
592.70
465.7
-127.00
20
04/03/2013 15/03/2013
18/02/2013
734/2009-10
59
RRM in CM 1:6
3.07
240.00
5600
4400
4126.08
3241.92
-884.16
21
14/03/2013 15/03/2013
28/02/2013
734/2009-10
63
Plastering 12mm thick
38.01
50.90
5600
4400
1083.44
851.27
-232.17
Total Rs. 192742.67 174883.39
-17859.28
Plastering 12mm 455.76 thick Flooring 20mm 94.81 thick Skirting 12mm 6.75 thick Dadooing 12mm 24.52 thick
Dy. Exe. Engineer,
Asst.Exe. Engineer
PRI Sub division,
PRI, B. Kothakota
B. Kothakota.
Earth, Gravel & Sand
lead 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
Rate 23.80 33.30 44.50 54.00 63.50 73.00 82.50 92.00 101.50 111.00 120.50 130.00 139.50 149.00 158.50 168.00 177.50 187.00 196.50 206.00 215.50 225.00 234.50 244.00 253.50 263.00 272.50 282.00 291.50
Rubble, Coarse aggregate
Rate 21.40 30.00 44.50 54.00 63.50 73.00 82.50 92.00 101.50 111.00 120.50 130.00 139.50 149.00 158.50 168.00 177.50 187.00 196.50 206.00 215.50 225.00 234.50 244.00 253.50 263.00 272.50 282.00 291.50
Kadapa Slabs
Rate 26.01 36.41 55.22 67.05 78.88 90.71 102.54 114.37 126.2 138.03 149.86 161.69 173.52 185.35 197.18 209.01 220.84 232.67 244.5 256.33 268.16 279.99 291.82 303.65 315.48 327.31 339.14 350.97 362.8
Kadapa Slabs 15 mm thick
Rate 31.5 44.1 65.4 79.4 93.4 107.40 121.40 135.40 149.40 163.40 177.40 191.40 205.40 219.40 233.40 247.40 261.40 275.40 289.40 303.40 317.40 331.40 345.40 359.40 373.40 387.40 401.40 415.40 429.40
Granite BRICKS 16(SSR 2010 18mm -11) thick
Rate 0.42 0.58 0.88 1.07 1.26 1.45 1.64 1.83 2.02 2.21 2.40 2.59 2.78 2.97 3.15 3.34 3.53 3.72 3.91 4.10 4.29 4.48 4.67 4.86 5.05 5.24 5.43 5.62 5.80
900 mm 600 mm Dia Dia Pipes Pipes Rate Rate Rate 31.75 55.4 96.9 44.46 55.4 96.9 59.28 55.4 96.9 71.98 55.4 96.9 84.68 55.4 96.9 97.38 57.9 102.5 110.08 60.4 108.1 122.78 62.9 113.7 135.48 65.4 119.3 148.18 67.9 124.9 160.88 70.4 130.5 173.58 72.9 136.1 186.28 75.4 141.7 198.98 77.9 147.3 211.68 80.4 152.9 224.38 82.9 158.5 237.08 85.4 164.1 249.78 87.9 169.7 262.48 90.4 175.3 275.18 92.9 180.9 287.88 95.4 186.5 300.58 97.9 192.1 313.28 100.4 197.7 325.98 102.9 203.3 338.68 105.4 208.9 351.38 107.9 214.5 364.08 110.4 220.1 376.78 112.9 225.7 389.48 115.4 231.3
30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63
301.00 308.90 316.80 324.70 332.60 340.50 348.40 356.30 364.20 372.10 380.00 387.90 395.80 403.70 411.60 419.50 427.40 435.30 443.20 451.10 459.00 466.90 474.80 482.70 490.60 498.50 506.40 514.30 522.20 530.10 538.00 545.90 553.80 561.70
301.00 308.90 316.80 324.70 332.60 340.50 348.40 356.30 364.20 372.10 380.00 387.90 395.80 403.70 411.60 419.50 427.40 435.30 443.20 451.10 459.00 466.90 474.80 482.70 490.60 498.50 506.40 514.30 522.20 530.10 538.00 545.90 553.80 561.70
374.63 384.49 394.35 404.21 414.07 423.93 433.79 443.65 453.51 463.37 473.23 483.09 492.95 502.81 512.67 522.53 532.39 542.25 552.11 561.97 571.83 581.69 591.55 601.41 611.27 621.13 630.99 640.85 650.71 660.57 670.43 680.29 690.15 700.01
443.40 455.10 466.80 478.50 490.20 501.90 513.60 525.30 537.00 548.70 560.40 572.10 583.80 595.50 607.20 618.90 630.60 642.30 654.00 665.70 677.40 689.10 700.80 712.50 724.20 735.90 747.60 759.30 771.00 782.70 794.40 806.10 817.80 829.50
5.99 6.15 6.31 6.47 6.63 6.78 6.94 7.10 7.26 7.41 7.57 7.73 7.89 8.04 8.20 8.36 8.52 8.68 8.83 8.99 9.15 9.31 9.46 9.62 9.78 9.94 10.10 10.25 10.41 10.57 10.73 10.88 11.04 11.20
402.18 412.76 423.34 433.92 444.5 455.08 465.66 476.24 486.82 497.4 507.98 518.56 529.14 539.72 550.3 560.88 571.46 582.04 592.62 603.2 613.78 624.36 634.94 645.52 656.1 666.68 677.26 687.84 698.42 709 719.58 730.16 740.74 751.32
117.9 120.4 122.9 125.4 127.9 130.4 132.9 135.4 137.9 140.4 142.9 145.4 147.9 150.4 152.9 155.4 157.9 160.4 162.9 165.4 167.9 170.4 172.9 175.4 177.9 180.4 182.9 185.4 187.9 190.4 192.9 195.4 197.9 200.4
236.9 242.5 248.1 253.7 259.3 264.9 270.5 276.1 281.7 287.3 292.9 298.5 304.1 309.7 315.3 320.9 326.5 332.1 337.7 343.3 348.9 354.5 360.1 365.7 371.3 376.9 382.5 388.1 393.7 399.3 404.9 410.5 416.1 421.7
64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97
569.60 577.50 585.40 593.30 601.20 609.10 617.00 624.90 632.80 640.70 648.60 656.50 664.40 672.30 680.20 688.10 696.00 703.90 711.80 719.70 727.60 735.50 743.40 751.30 759.20 767.10 775.00 782.90 790.80 798.70 806.60 814.50 822.40 830.30
569.60 577.50 585.40 593.30 601.20 609.10 617.00 624.90 632.80 640.70 648.60 656.50 664.40 672.30 680.20 688.10 696.00 703.90 711.80 719.70 727.60 735.50 743.40 751.30 759.20 767.10 775.00 782.90 790.80 798.70 806.60 814.50 822.40 830.30
709.87 719.73 729.59 739.45 749.31 759.17 769.03 778.89 788.75 798.61 808.47 818.33 828.19 838.05 847.91 857.77 867.63 877.49 887.35 897.21 907.07 916.93 926.79 936.65 946.51 956.37 966.23 976.09 985.95 995.81 1005.67 1015.53 1025.39 1035.25
841.20 852.90 864.60 876.30 888.00 899.70 911.40 923.10 934.80 946.50 958.20 969.90 981.60 993.30 1005.00 1016.70 1028.40 1040.10 1051.80 1063.50 1075.20 1086.90 1098.60 1110.30 1122.00 1133.70 1145.40 1157.10 1168.80 1180.50 1192.20 1203.90 1215.60 1227.30
11.36 11.52 11.67 11.83 11.99 12.15 12.30 12.46 12.62 12.78 12.94 13.09 13.25 13.41 13.57 13.72 13.88 14.04 14.20 14.36 14.51 14.67 14.83 14.99 15.14 15.30 15.46 15.62 15.78 15.93 16.09 16.25 16.41 16.56
761.9 772.48 783.06 793.64 804.22 814.8 825.38 835.96 846.54 857.12 867.7 878.28 888.86 899.44 910.02 920.6 931.18 941.76 952.34 962.92 973.5 984.08 994.66 1005.24 1015.82 1026.4 1036.98 1047.56 1058.14 1068.72 1079.3 1089.88 1100.46 1111.04
202.9 205.4 207.9 210.4 212.9 215.4 217.9 220.4 222.9 225.4 227.9 230.4 232.9 235.4 237.9 240.4 242.9 245.4 247.9 250.4 252.9 255.4 257.9 260.4 262.9 265.4 267.9 270.4 272.9 275.4 277.9 280.4 282.9 285.4
427.3 432.9 438.5 444.1 449.7 455.3 460.9 466.5 472.1 477.7 483.3 488.9 494.5 500.1 505.7 511.3 516.9 522.5 528.1 533.7 539.3 544.9 550.5 556.1 561.7 567.3 572.9 578.5 584.1 589.7 595.3 600.9 606.5 612.1
98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130
838.20 846.10 854.00 861.90 869.80 877.70 885.60 893.50 901.40 909.30 917.20 925.10 933.00 940.90 948.80 956.70 964.60 972.50 980.40 988.30 996.20 1004.10 1012.00 1019.90 1027.80 1035.70 1043.60 1051.50 1059.40 1067.30 1075.20 1083.10 1091.00
838.20 846.10 854.00 861.90 869.80 877.70 885.60 893.50 901.40 909.30 917.20 925.10 933.00 940.90 948.80 956.70 964.60 972.50 980.40 988.30 996.20 1004.10 1012.00 1019.90 1027.80 1035.70 1043.60 1051.50 1059.40 1067.30 1075.20 1083.10 1091.00
1045.11 1054.97 1064.83 1074.69 1084.55 1094.41 1104.27 1114.13 1123.99 1133.85 1143.71 1153.57 1163.43 1173.29 1183.15 1193.01 1202.87 1212.73 1222.59 1232.45 1242.31 1252.17 1262.03 1271.89 1281.75 1291.61 1301.47 1311.33 1321.19 1331.05 1340.91 1350.77 1360.63
1239.00 1250.70 1262.40 1274.10 1285.80 1297.50 1309.20 1320.90 1332.60 1344.30 1356.00 1367.70 1379.40 1391.10 1402.80 1414.50 1426.20 1437.90 1449.60 1461.30 1473.00 1484.70 1496.40 1508.10 1519.80 1531.50 1543.20 1554.90 1566.60 1578.30 1590.00 1601.70 1613.40
16.72 16.88 17.04 17.20 17.35 17.51 17.67 17.83 17.98 18.14 18.30 18.46 18.61 18.77 18.93 19.09 19.25 19.40 19.56 19.72 19.88 20.03 20.19 20.35 20.51 20.67 20.82 20.98 21.14 21.30 21.45 21.61 21.77
1121.62 1132.2 1142.78 1153.36 1163.94 1174.52 1185.1 1195.68 1206.26 1216.84 1227.42 1238 1248.58 1259.16 1269.74 1280.32 1290.9 1301.48 1312.06 1322.64 1333.22 1343.8 1354.38 1364.96 1375.54 1386.12 1396.7 1407.28 1417.86 1428.44 1439.02 1449.6 1460.18
287.9 290.4 292.9 295.4 297.9 300.4 302.9 305.4 307.9 310.4 312.9 315.4 317.9 320.4 322.9 325.4 327.9 330.4 332.9 335.4 337.9 340.4 342.9 345.4 347.9 350.4 352.9 355.4 357.9 360.4 362.9 365.4 367.9
617.7 623.3 628.9 634.5 640.1 645.7 651.3 656.9 662.5 668.1 673.7 679.3 684.9 690.5 696.1 701.7 707.3 712.9 718.5 724.1 729.7 735.3 740.9 746.5 752.1 757.7 763.3 768.9 774.5 780.1 785.7 791.3 796.9
1000 mm Dia Pipes Rate 117 117 117 117 117 122.6 128.2 133.8 139.4 145 150.6 156.2 161.8 167.4 173 178.6 184.2 189.8 195.4 201 206.6 212.2 217.8 223.4 229 234.6 240.2 245.8 251.4
257 262.6 268.2 273.8 279.4 285 290.6 296.2 301.8 307.4 313 318.6 324.2 329.8 335.4 341 346.6 352.2 357.8 363.4 369 374.6 380.2 385.8 391.4 397 402.6 408.2 413.8 419.4 425 430.6 436.2 441.8
447.4 453 458.6 464.2 469.8 475.4 481 486.6 492.2 497.8 503.4 509 514.6 520.2 525.8 531.4 537 542.6 548.2 553.8 559.4 565 570.6 576.2 581.8 587.4 593 598.6 604.2 609.8 615.4 621 626.6 632.2
637.8 643.4 649 654.6 660.2 665.8 671.4 677 682.6 688.2 693.8 699.4 705 710.6 716.2 721.8 727.4 733 738.6 744.2 749.8 755.4 761 766.6 772.2 777.8 783.4 789 794.6 800.2 805.8 811.4 817
Month February 09 March 09 April 09 May 09 June 09 July 09 August 09 Sept 09 Oct 09 Nov 09 Dec 09 Jan 10 Feb 10 March 10 April 10 May 10 June 10 July 10 August 10 Sept 10 Oct 10 Nov 10 Dec 10 Jan 11 Feb 11 Mar 11 April 11 May 11 June 11 July 11 August 11 Sept 11 Oct 11 Nov 11 Dec 11 January 2012 February 2012 March 2012 April 2012 May 2012 June 2012 July 2012 August 2012 Sept 2012 Oct 2012 Nov 2012 Dec 2012 March 2013 April 2013
Cement 4000 4100 4500 4400 4400 4300 3900 3600 3600 3000 2800 3100 3100 3300 4000 3700 3200 3100 2900 3500 4600 4300 4400 4600 4800 5100 5200 5500 5500 5400 5300 5300 5600 5500 5500 5300 5300 5400 5400 5000 5100 5300 5000 4400 5000 5000 5000 4400 4500
Steel 31500 32500 33000 33500 31500 31000 30000 31000 30000 29000 30000 34500 32500 34500 37500 34000 32500 32500 33000 34000 34500 34500 34500 38000 39000 40000 41000 41000 41000 42000 42000 42500 43000 43000 44000 44000 45500 49500 49500 47000 48000 47500 47500 44400 44400 44400 44400 44400 44400
SUB ESTIMATE SANITARY AND WATER SUPPLY Name of Work: Construction of Additional Infrastructure Facilities to GHS, Nallakunta, Musheerabad (M), Hyderabad. Est. Cost 57818.00
S.N 1
Description of Work
No
L
B
D
Qty
X
3
X
1
1,000.00
25mm Nominal bore
1
1
2052.00
Ltr
6.85 1 ltr
6850.00
X
X
1
1
15.00
20.00
15.00 15.00 Rm
149.35 1 Rm
2240.00
20.00 20.00 Rm
217.75 1 Rm
4355.00
X
1
50.00
50.00 50.00 Rm
56.80 1 Rm
2840.00
Supplying and fixing Gunmetal Gate ( GM peet ) valve as per IS-778 Class - I , Indian make heavy type including cost and conveyance of all materials , labour charges etc. complete for finished item of work. 1
X
2
2 2
No
303.25
each
607.00
3 3
No
228.00
each
684.00
Supply and Fixing of push cocks. 1
X
3
Supplying and fixing Indian make Flat Back Wash Hand Basin (HSW/Parryware/ Neycer) 1st quality conforming to IS:2556-Part-4:1972 of size 550mm x 400mm with waste fittings like rubber plug, chain, 32 mm nominal size C.P. Fitting with parallel pipe thread 1
8
each
Supply and Delivery of 25mm dia HDPE pipe including c/c of all materials and labour charges etc. complete. 1
7
684.00
Supplying & fixing GI pipe Medium Grade properties & weight as per IS 1239 ISI mark with GI fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation 15mm Nominal bore
6
No
1,000.00
1000
5
Amount
Providing and placing on terrace (at all floor levels)polyetheylene water storage tank with double layer approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet and outlets and over flow pipes but wi 1
4
per
3 3
3
Rate
Supply and fixing of white glazed flat back bowl urinals of size 440 mm x 265 mm x 315 mm with internal rim flushing mm fixied with screws complete inidan make (HS W/Parry/Neycer) conforming to IS 2556 -1995 as approved be Engineer - in - charge 12.7 mm PVC connection with brass plumber union nuts CM Coated. including 12.70 mm push cock 1st qulaity of approved make including supply & fixing 31.75 m dia PVC flexible waser pipe of 914.40 mm lenght of 1st including cost and conveyance of all materials to site labour charges etc., complete for finished item of work for all floors
1 2
Unit
X
2
2 2
No
1311.00
each
2622.00
Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors. 1
X
5
5
5 11
No
216.60
each
1083.00
Supplying and laying, filling, jointing and testing SWG SP-1 pipes of ISI make confirming to IS 1651 & 4127 1st quality with air tight Cement joints in CM (1.5:1)prop. including excavation of trenches and socket pits in any soil (except rock requiring b 152.40mm dia SWG pipe upto 5' dept
1
X
1
20.00
20.00 20.00 Rm
394.45 1 Rm
7889.00
Supplying and fixing 580 mm x 440 mm long Orissa pan white glazed Water Closet 1st qualityISI marked confirming to IS:2556-Part-3-1981 with "P" or "S" trap Hindware / Parryware / Neycer with brick masonry seat, CC squatting plate and fixing 12.70mm dia NP Push cock 1st quality , P trap or S trap of Indian W.C. shall be encased on CC (1:2:4) 150mm alround well above the joint to stop leakage at the joint etc., complete including cost and conveyance of all materials to site, cost of CC bed, labour charges and seigniorage charges etc., complete for finished item of work. 1
X
2
2.00
1293.90 each
2587.80
Constructing 904.0 mm (3’0”) dia brick masonry inspection chamber as per IS - 4111: Part-1:1986 with cement mortar (1:6) prop using 2nd Class Clay Bricks of 225 mm thick from approved source having a minimum crushing strength of 5 N/sq.mm including plastering with cement mortar 1:3 prop; ½” thick both inside and outside fitted with 20” dia RCC manhole covers and frames including excavating pits up to a depth of 1524 mm (5'-0") in all sorts of soils (exculding rock) and laying cement conrete (1:4:8) 150 mm thick using 40 mm HBG Metal and P.C.C. 1:2:4 benching and channel 100 mm thick as per Standard specification and including cost and conveyance of all materials like cement, sand, bricks, water etc., to site, cost of seigniorage charges on all materials and all incidental and operational, labour charges like mixing cement mortar, constructing masonry, lift charges, curing etc., complete for finished item of work as per Standard specification. 1 Provision for Latch Pit
TOTAL
X
3
3.00
4669.45 each LS
14008.35 10000.00
57818.00
CONVEYANCE CHARGES AS PER COMMON SSR 2009 - 2010
Sl. No ##
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 43 44 45 46 47 48 49 50 51 52 53 54
Rubble/Size Earth/Sand/ Lead in Stone/Cut Gravel/Murru Kms Stone/Coarse m/Lime/Surki aggregates 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00 48.00 49.00 50.00 51.00 52.00 53.00 54.00
0.00 7.05 15.29 22.35 29.40 36.46 43.52 50.58 57.64 64.70 71.76 78.82 85.88 92.94 100.00 107.06 114.12 121.18 128.24 135.30 142.36 149.42 156.48 163.54 170.60 177.66 184.72 191.78 198.84 205.90 211.78 217.66 223.54 229.42 235.30 241.18 247.06 252.94 258.82 264.70 270.58 276.46 282.34 288.22 294.10 299.98 305.86 311.74 317.62 323.50 329.38 335.26 341.14 347.02
0.00 7.05 15.29 22.35 29.40 36.46 43.52 50.58 57.64 64.70 71.76 78.82 85.88 92.94 100.00 107.06 114.12 121.18 128.24 135.30 142.36 149.42 156.48 163.54 170.60 177.66 184.72 191.78 198.84 205.90 211.78 217.66 223.54 229.42 235.30 241.18 247.06 252.94 258.82 264.70 270.58 276.46 282.34 288.22 294.10 299.98 305.86 311.74 317.62 323.50 329.38 335.26 341.14 347.02
PCC Cement/Steel/RC Slabs/Shabad C poles/A.C & G.I Slabs/CC & Sheets/Packed Laterite materials Blocks/Wood 0.00 4.41 9.56 13.97 18.38 22.79 27.20 31.61 36.02 40.43 44.84 49.25 53.66 58.07 62.48 66.89 71.30 75.71 80.12 84.53 88.94 93.35 97.76 102.17 106.58 110.99 115.40 119.81 124.22 128.63 132.31 135.99 139.67 143.35 147.03 150.71 154.39 158.07 161.75 165.43 169.11 172.79 176.47 180.15 183.83 187.51 191.19 194.87 198.55 202.23 205.91 209.59 213.27 216.95
0.00 10.38 22.49 32.87 43.25 53.63 64.01 74.39 84.77 95.15 105.53 115.91 126.29 136.67 147.05 157.43 167.81 178.19 188.57 198.95 209.33 219.71 230.09 240.47 250.85 261.23 271.61 281.99 292.37 302.75 311.40 320.05 328.70 337.35 346.00 354.65 363.30 371.95 380.60 389.25 397.90 406.55 415.20 423.85 432.50 441.15 449.80 458.45 467.10 475.75 484.40 493.05 501.70 510.35
Water
0.00 3.87 8.40 12.28 16.16 20.04 23.92 27.80 31.68 35.56 39.44 43.32 47.20 51.08 54.96 58.84 62.72 66.60 70.48 74.36 78.24 82.12 86.00 89.88 93.76 97.64 101.52 105.40 109.28 113.16 116.39 119.62 122.85 126.08 129.31 132.54 135.77 139.00 142.23 145.46 148.69 151.92 155.15 158.38 161.61 164.84 168.07 171.30 174.53 177.76 180.99 184.22 187.45 190.68
Bricks
0.00 10.34 22.40 32.74 43.09 53.43 63.77 74.11 84.45 94.79 105.13 115.47 125.81 136.15 146.49 156.83 167.17 177.51 187.85 198.19 208.53 218.87 229.21 239.55 249.89 260.23 270.57 280.91 291.25 301.59 310.21 318.83 327.45 336.07 344.69 353.31 361.93 370.55 379.17 387.79 396.41 405.03 413.65 422.27 430.89 439.51 448.13 456.75 465.37 473.99 482.61 491.23 499.85 508.47
55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115
55.00 56.00 57.00 58.00 59.00 60.00 61.00 62.00 63.00 64.00 65.00 66.00 67.00 68.00 69.00 70.00 71.00 72.00 73.00 74.00 75.00 76.00 77.00 78.00 79.00 80.00 81.00 82.00 83.00 84.00 85.00 86.00 87.00 88.00 89.00 90.00 91.00 92.00 93.00 94.00 95.00 96.00 97.00 98.00 99.00 100.00 101.00 102.00 103.00 104.00 105.00 106.00 107.00 108.00 109.00 110.00 111.00 112.00 113.00 114.00 115.00
352.90 358.78 364.66 370.54 376.42 382.30 388.18 394.06 399.94 405.82 411.70 417.58 423.46 429.34 435.22 441.10 446.98 452.86 458.74 464.62 470.50 476.38 482.26 488.14 494.02 499.90 505.78 511.66 517.54 523.42 529.30 535.18 541.06 546.94 552.82 558.70 564.58 570.46 576.34 582.22 588.10 593.98 599.86 605.74 611.62 617.50 623.38 629.26 635.14 641.02 646.90 652.78 658.66 664.54 670.42 676.30 682.18 688.06 693.94 699.82 705.70
352.90 358.78 364.66 370.54 376.42 382.30 388.18 394.06 399.94 405.82 411.70 417.58 423.46 429.34 435.22 441.10 446.98 452.86 458.74 464.62 470.50 476.38 482.26 488.14 494.02 499.90 505.78 511.66 517.54 523.42 529.30 535.18 541.06 546.94 552.82 558.70 564.58 570.46 576.34 582.22 588.10 593.98 599.86 605.74 611.62 617.50 623.38 629.26 635.14 641.02 646.90 652.78 658.66 664.54 670.42 676.30 682.18 688.06 693.94 699.82 705.70
220.63 224.31 227.99 231.67 235.35 239.03 242.71 246.39 250.07 253.75 257.43 261.11 264.79 268.47 272.15 275.83 279.51 283.19 286.87 290.55 294.23 297.91 301.59 305.27 308.95 312.63 316.31 319.99 323.67 327.35 331.03 334.71 338.39 342.07 345.75 349.43 353.11 356.79 360.47 364.15 367.83 371.51 375.19 378.87 382.55 386.23 389.91 393.59 397.27 400.95 404.63 408.31 411.99 415.67 419.35 423.03 426.71 430.39 434.07 437.75 441.43
519.00 527.65 536.30 544.95 553.60 562.25 570.90 579.55 588.20 596.85 605.50 614.15 622.80 631.45 640.10 648.75 657.40 666.05 674.70 683.35 692.00 700.65 709.30 717.95 726.60 735.25 743.90 752.55 761.20 769.85 778.50 787.15 795.80 804.45 813.10 821.75 830.40 839.05 847.70 856.35 865.00 873.65 882.30 890.95 899.60 908.25 916.90 925.55 934.20 942.85 951.50 960.15 968.80 977.45 986.10 994.75 1003.40 1012.05 1020.70 1029.35 1038.00
193.91 197.14 200.37 203.60 206.83 210.06 213.29 216.52 219.75 222.98 226.21 229.44 232.67 235.90 239.13 242.36 245.59 248.82 252.05 255.28 258.51 261.74 264.97 268.20 271.43 274.66 277.89 281.12 284.35 287.58 290.81 294.04 297.27 300.50 303.73 306.96 310.19 313.42 316.65 319.88 323.11 326.34 329.57 332.80 336.03 339.26 342.49 345.72 348.95 352.18 355.41 358.64 361.87 365.10 368.33 371.56 374.79 378.02 381.25 384.48 387.71
517.09 525.71 534.33 542.95 551.57 560.19 568.81 577.43 586.05 594.67 603.29 611.91 620.53 629.15 637.77 646.39 655.01 663.63 672.25 680.87 689.49 698.11 706.73 715.35 723.97 732.59 741.21 749.83 758.45 767.07 775.69 784.31 792.93 801.55 810.17 818.79 827.41 836.03 844.65 853.27 861.89 870.51 879.13 887.75 896.37 904.99 913.61 922.23 930.85 939.47 948.09 956.71 965.33 973.95 982.57 991.19 999.81 1008.43 1017.05 1025.67 1034.29
116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176
116.00 117.00 118.00 119.00 120.00 121.00 122.00 123.00 124.00 125.00 126.00 127.00 128.00 129.00 130.00 131.00 132.00 133.00 134.00 135.00 136.00 137.00 138.00 139.00 140.00 141.00 142.00 143.00 144.00 145.00 146.00 147.00 148.00 149.00 150.00 151.00 152.00 153.00 154.00 155.00 156.00 157.00 158.00 159.00 160.00 161.00 162.00 163.00 164.00 165.00 166.00 167.00 168.00 169.00 170.00 171.00 172.00 173.00 174.00 175.00 176.00
711.58 717.46 723.34 729.22 735.10 740.98 746.86 752.74 758.62 764.50 770.38 776.26 782.14 788.02 793.90 799.78 805.66 811.54 817.42 823.30 829.18 835.06 840.94 846.82 852.70 858.58 864.46 870.34 876.22 882.10 887.98 893.86 899.74 905.62 911.50 917.38 923.26 929.14 935.02 940.90 946.78 952.66 958.54 964.42 970.30 976.18 982.06 987.94 993.82 999.70 1005.58 1011.46 1017.34 1023.22 1029.10 1034.98 1040.86 1046.74 1052.62 1058.50 1064.38
711.58 717.46 723.34 729.22 735.10 740.98 746.86 752.74 758.62 764.50 770.38 776.26 782.14 788.02 793.90 799.78 805.66 811.54 817.42 823.30 829.18 835.06 840.94 846.82 852.70 858.58 864.46 870.34 876.22 882.10 887.98 893.86 899.74 905.62 911.50 917.38 923.26 929.14 935.02 940.90 946.78 952.66 958.54 964.42 970.30 976.18 982.06 987.94 993.82 999.70 1005.58 1011.46 1017.34 1023.22 1029.10 1034.98 1040.86 1046.74 1052.62 1058.50 1064.38
445.11 448.79 452.47 456.15 459.83 463.51 467.19 470.87 474.55 478.23 481.91 485.59 489.27 492.95 496.63 500.31 503.99 507.67 511.35 515.03 518.71 522.39 526.07 529.75 533.43 537.11 540.79 544.47 548.15 551.83 555.51 559.19 562.87 566.55 570.23 573.91 577.59 581.27 584.95 588.63 592.31 595.99 599.67 603.35 607.03 610.71 614.39 618.07 621.75 625.43 629.11 632.79 636.47 640.15 643.83 647.51 651.19 654.87 658.55 662.23 665.91
1046.65 1055.30 1063.95 1072.60 1081.25 1089.90 1098.55 1107.20 1115.85 1124.50 1133.15 1141.80 1150.45 1159.10 1167.75 1176.40 1185.05 1193.70 1202.35 1211.00 1219.65 1228.30 1236.95 1245.60 1254.25 1262.90 1271.55 1280.20 1288.85 1297.50 1306.15 1314.80 1323.45 1332.10 1340.75 1349.40 1358.05 1366.70 1375.35 1384.00 1392.65 1401.30 1409.95 1418.60 1427.25 1435.90 1444.55 1453.20 1461.85 1470.50 1479.15 1487.80 1496.45 1505.10 1513.75 1522.40 1531.05 1539.70 1548.35 1557.00 1565.65
390.94 394.17 397.40 400.63 403.86 407.09 410.32 413.55 416.78 420.01 423.24 426.47 429.70 432.93 436.16 439.39 442.62 445.85 449.08 452.31 455.54 458.77 462.00 465.23 468.46 471.69 474.92 478.15 481.38 484.61 487.84 491.07 494.30 497.53 500.76 503.99 507.22 510.45 513.68 516.91 520.14 523.37 526.60 529.83 533.06 536.29 539.52 542.75 545.98 549.21 552.44 555.67 558.90 562.13 565.36 568.59 571.82 575.05 578.28 581.51 584.74
1042.91 1051.53 1060.15 1068.77 1077.39 1086.01 1094.63 1103.25 1111.87 1120.49 1129.11 1137.73 1146.35 1154.97 1163.59 1172.21 1180.83 1189.45 1198.07 1206.69 1215.31 1223.93 1232.55 1241.17 1249.79 1258.41 1267.03 1275.65 1284.27 1292.89 1301.51 1310.13 1318.75 1327.37 1335.99 1344.61 1353.23 1361.85 1370.47 1379.09 1387.71 1396.33 1404.95 1413.57 1422.19 1430.81 1439.43 1448.05 1456.67 1465.29 1473.91 1482.53 1491.15 1499.77 1508.39 1517.01 1525.63 1534.25 1542.87 1551.49 1560.11
177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237
177.00 178.00 179.00 180.00 181.00 182.00 183.00 184.00 185.00 186.00 187.00 188.00 189.00 190.00 191.00 192.00 193.00 194.00 195.00 196.00 197.00 198.00 199.00 200.00 201.00 202.00 203.00 204.00 205.00 206.00 207.00 208.00 209.00 210.00 211.00 212.00 213.00 214.00 215.00 216.00 217.00 218.00 219.00 220.00 221.00 222.00 223.00 224.00 225.00 226.00 227.00 228.00 229.00 230.00 231.00 232.00 233.00 234.00 235.00 236.00 237.00
1070.26 1076.14 1082.02 1087.90 1093.78 1099.66 1105.54 1111.42 1117.30 1123.18 1129.06 1134.94 1140.82 1146.70 1152.58 1158.46 1164.34 1170.22 1176.10 1181.98 1187.86 1193.74 1199.62 1205.50 1211.38 1217.26 1223.14 1229.02 1234.90 1240.78 1246.66 1252.54 1258.42 1264.30 1270.18 1276.06 1281.94 1287.82 1293.70 1299.58 1305.46 1311.34 1317.22 1323.10 1328.98 1334.86 1340.74 1346.62 1352.50 1358.38 1364.26 1370.14 1376.02 1381.90 1387.78 1393.66 1399.54 1405.42 1411.30 1417.18 1423.06
1070.26 1076.14 1082.02 1087.90 1093.78 1099.66 1105.54 1111.42 1117.30 1123.18 1129.06 1134.94 1140.82 1146.70 1152.58 1158.46 1164.34 1170.22 1176.10 1181.98 1187.86 1193.74 1199.62 1205.50 1211.38 1217.26 1223.14 1229.02 1234.90 1240.78 1246.66 1252.54 1258.42 1264.30 1270.18 1276.06 1281.94 1287.82 1293.70 1299.58 1305.46 1311.34 1317.22 1323.10 1328.98 1334.86 1340.74 1346.62 1352.50 1358.38 1364.26 1370.14 1376.02 1381.90 1387.78 1393.66 1399.54 1405.42 1411.30 1417.18 1423.06
669.59 673.27 676.95 680.63 684.31 687.99 691.67 695.35 699.03 702.71 706.39 710.07 713.75 717.43 721.11 724.79 728.47 732.15 735.83 739.51 743.19 746.87 750.55 754.23 757.91 761.59 765.27 768.95 772.63 776.31 779.99 783.67 787.35 791.03 794.71 798.39 802.07 805.75 809.43 813.11 816.79 820.47 824.15 827.83 831.51 835.19 838.87 842.55 846.23 849.91 853.59 857.27 860.95 864.63 868.31 871.99 875.67 879.35 883.03 886.71 890.39
1574.30 1582.95 1591.60 1600.25 1608.90 1617.55 1626.20 1634.85 1643.50 1652.15 1660.80 1669.45 1678.10 1686.75 1695.40 1704.05 1712.70 1721.35 1730.00 1738.65 1747.30 1755.95 1764.60 1773.25 1781.90 1790.55 1799.20 1807.85 1816.50 1825.15 1833.80 1842.45 1851.10 1859.75 1868.40 1877.05 1885.70 1894.35 1903.00 1911.65 1920.30 1928.95 1937.60 1946.25 1954.90 1963.55 1972.20 1980.85 1989.50 1998.15 2006.80 2015.45 2024.10 2032.75 2041.40 2050.05 2058.70 2067.35 2076.00 2084.65 2093.30
587.97 591.20 594.43 597.66 600.89 604.12 607.35 610.58 613.81 617.04 620.27 623.50 626.73 629.96 633.19 636.42 639.65 642.88 646.11 649.34 652.57 655.80 659.03 662.26 665.49 668.72 671.95 675.18 678.41 681.64 684.87 688.10 691.33 694.56 697.79 701.02 704.25 707.48 710.71 713.94 717.17 720.40 723.63 726.86 730.09 733.32 736.55 739.78 743.01 746.24 749.47 752.70 755.93 759.16 762.39 765.62 768.85 772.08 775.31 778.54 781.77
1568.73 1577.35 1585.97 1594.59 1603.21 1611.83 1620.45 1629.07 1637.69 1646.31 1654.93 1663.55 1672.17 1680.79 1689.41 1698.03 1706.65 1715.27 1723.89 1732.51 1741.13 1749.75 1758.37 1766.99 1775.61 1784.23 1792.85 1801.47 1810.09 1818.71 1827.33 1835.95 1844.57 1853.19 1861.81 1870.43 1879.05 1887.67 1896.29 1904.91 1913.53 1922.15 1930.77 1939.39 1948.01 1956.63 1965.25 1973.87 1982.49 1991.11 1999.73 2008.35 2016.97 2025.59 2034.21 2042.83 2051.45 2060.07 2068.69 2077.31 2085.93
238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298
238.00 239.00 240.00 241.00 242.00 243.00 244.00 245.00 246.00 247.00 248.00 249.00 250.00 251.00 252.00 253.00 254.00 255.00 256.00 257.00 258.00 259.00 260.00 261.00 262.00 263.00 264.00 265.00 266.00 267.00 268.00 269.00 270.00 271.00 272.00 273.00 274.00 275.00 276.00 277.00 278.00 279.00 280.00 281.00 282.00 283.00 284.00 285.00 286.00 287.00 288.00 289.00 290.00 291.00 292.00 293.00 294.00 295.00 296.00 297.00 298.00
1428.94 1434.82 1440.70 1446.58 1452.46 1458.34 1464.22 1470.10 1475.98 1481.86 1487.74 1493.62 1499.50 1505.38 1511.26 1517.14 1523.02 1528.90 1534.78 1540.66 1546.54 1552.42 1558.30 1564.18 1570.06 1575.94 1581.82 1587.70 1593.58 1599.46 1605.34 1611.22 1617.10 1622.98 1628.86 1634.74 1640.62 1646.50 1652.38 1658.26 1664.14 1670.02 1675.90 1681.78 1687.66 1693.54 1699.42 1705.30 1711.18 1717.06 1722.94 1728.82 1734.70 1740.58 1746.46 1752.34 1758.22 1764.10 1769.98 1775.86 1781.74
1428.94 1434.82 1440.70 1446.58 1452.46 1458.34 1464.22 1470.10 1475.98 1481.86 1487.74 1493.62 1499.50 1505.38 1511.26 1517.14 1523.02 1528.90 1534.78 1540.66 1546.54 1552.42 1558.30 1564.18 1570.06 1575.94 1581.82 1587.70 1593.58 1599.46 1605.34 1611.22 1617.10 1622.98 1628.86 1634.74 1640.62 1646.50 1652.38 1658.26 1664.14 1670.02 1675.90 1681.78 1687.66 1693.54 1699.42 1705.30 1711.18 1717.06 1722.94 1728.82 1734.70 1740.58 1746.46 1752.34 1758.22 1764.10 1769.98 1775.86 1781.74
894.07 897.75 901.43 905.11 908.79 912.47 916.15 919.83 923.51 927.19 930.87 934.55 938.23 941.91 945.59 949.27 952.95 956.63 960.31 963.99 967.67 971.35 975.03 978.71 982.39 986.07 989.75 993.43 997.11 1000.79 1004.47 1008.15 1011.83 1015.51 1019.19 1022.87 1026.55 1030.23 1033.91 1037.59 1041.27 1044.95 1048.63 1052.31 1055.99 1059.67 1063.35 1067.03 1070.71 1074.39 1078.07 1081.75 1085.43 1089.11 1092.79 1096.47 1100.15 1103.83 1107.51 1111.19 1114.87
2101.95 2110.60 2119.25 2127.90 2136.55 2145.20 2153.85 2162.50 2171.15 2179.80 2188.45 2197.10 2205.75 2214.40 2223.05 2231.70 2240.35 2249.00 2257.65 2266.30 2274.95 2283.60 2292.25 2300.90 2309.55 2318.20 2326.85 2335.50 2344.15 2352.80 2361.45 2370.10 2378.75 2387.40 2396.05 2404.70 2413.35 2422.00 2430.65 2439.30 2447.95 2456.60 2465.25 2473.90 2482.55 2491.20 2499.85 2508.50 2517.15 2525.80 2534.45 2543.10 2551.75 2560.40 2569.05 2577.70 2586.35 2595.00 2603.65 2612.30 2620.95
785.00 788.23 791.46 794.69 797.92 801.15 804.38 807.61 810.84 814.07 817.30 820.53 823.76 826.99 830.22 833.45 836.68 839.91 843.14 846.37 849.60 852.83 856.06 859.29 862.52 865.75 868.98 872.21 875.44 878.67 881.90 885.13 888.36 891.59 894.82 898.05 901.28 904.51 907.74 910.97 914.20 917.43 920.66 923.89 927.12 930.35 933.58 936.81 940.04 943.27 946.50 949.73 952.96 956.19 959.42 962.65 965.88 969.11 972.34 975.57 978.80
2094.55 2103.17 2111.79 2120.41 2129.03 2137.65 2146.27 2154.89 2163.51 2172.13 2180.75 2189.37 2197.99 2206.61 2215.23 2223.85 2232.47 2241.09 2249.71 2258.33 2266.95 2275.57 2284.19 2292.81 2301.43 2310.05 2318.67 2327.29 2335.91 2344.53 2353.15 2361.77 2370.39 2379.01 2387.63 2396.25 2404.87 2413.49 2422.11 2430.73 2439.35 2447.97 2456.59 2465.21 2473.83 2482.45 2491.07 2499.69 2508.31 2516.93 2525.55 2534.17 2542.79 2551.41 2560.03 2568.65 2577.27 2585.89 2594.51 2603.13 2611.75
299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359
299.00 300.00 301.00 302.00 303.00 304.00 305.00 306.00 307.00 308.00 309.00 310.00 311.00 312.00 313.00 314.00 315.00 316.00 317.00 318.00 319.00 320.00 321.00 322.00 323.00 324.00 325.00 326.00 327.00 328.00 329.00 330.00 331.00 332.00 333.00 334.00 335.00 336.00 337.00 338.00 339.00 340.00 341.00 342.00 343.00 344.00 345.00 346.00 347.00 348.00 349.00 350.00 351.00 352.00 353.00 354.00 355.00 356.00 357.00 358.00 359.00
1787.62 1793.50 1799.38 1805.26 1811.14 1817.02 1822.90 1828.78 1834.66 1840.54 1846.42 1852.30 1858.18 1864.06 1869.94 1875.82 1881.70 1887.58 1893.46 1899.34 1905.22 1911.10 1916.98 1922.86 1928.74 1934.62 1940.50 1946.38 1952.26 1958.14 1964.02 1969.90 1975.78 1981.66 1987.54 1993.42 1999.30 2005.18 2011.06 2016.94 2022.82 2028.70 2034.58 2040.46 2046.34 2052.22 2058.10 2063.98 2069.86 2075.74 2081.62 2087.50 2093.38 2099.26 2105.14 2111.02 2116.90 2122.78 2128.66 2134.54 2140.42
1787.62 1793.50 1799.38 1805.26 1811.14 1817.02 1822.90 1828.78 1834.66 1840.54 1846.42 1852.30 1858.18 1864.06 1869.94 1875.82 1881.70 1887.58 1893.46 1899.34 1905.22 1911.10 1916.98 1922.86 1928.74 1934.62 1940.50 1946.38 1952.26 1958.14 1964.02 1969.90 1975.78 1981.66 1987.54 1993.42 1999.30 2005.18 2011.06 2016.94 2022.82 2028.70 2034.58 2040.46 2046.34 2052.22 2058.10 2063.98 2069.86 2075.74 2081.62 2087.50 2093.38 2099.26 2105.14 2111.02 2116.90 2122.78 2128.66 2134.54 2140.42
1118.55 1122.23 1125.91 1129.59 1133.27 1136.95 1140.63 1144.31 1147.99 1151.67 1155.35 1159.03 1162.71 1166.39 1170.07 1173.75 1177.43 1181.11 1184.79 1188.47 1192.15 1195.83 1199.51 1203.19 1206.87 1210.55 1214.23 1217.91 1221.59 1225.27 1228.95 1232.63 1236.31 1239.99 1243.67 1247.35 1251.03 1254.71 1258.39 1262.07 1265.75 1269.43 1273.11 1276.79 1280.47 1284.15 1287.83 1291.51 1295.19 1298.87 1302.55 1306.23 1309.91 1313.59 1317.27 1320.95 1324.63 1328.31 1331.99 1335.67 1339.35
2629.60 2638.25 2646.90 2655.55 2664.20 2672.85 2681.50 2690.15 2698.80 2707.45 2716.10 2724.75 2733.40 2742.05 2750.70 2759.35 2768.00 2776.65 2785.30 2793.95 2802.60 2811.25 2819.90 2828.55 2837.20 2845.85 2854.50 2863.15 2871.80 2880.45 2889.10 2897.75 2906.40 2915.05 2923.70 2932.35 2941.00 2949.65 2958.30 2966.95 2975.60 2984.25 2992.90 3001.55 3010.20 3018.85 3027.50 3036.15 3044.80 3053.45 3062.10 3070.75 3079.40 3088.05 3096.70 3105.35 3114.00 3122.65 3131.30 3139.95 3148.60
982.03 985.26 988.49 991.72 994.95 998.18 1001.41 1004.64 1007.87 1011.10 1014.33 1017.56 1020.79 1024.02 1027.25 1030.48 1033.71 1036.94 1040.17 1043.40 1046.63 1049.86 1053.09 1056.32 1059.55 1062.78 1066.01 1069.24 1072.47 1075.70 1078.93 1082.16 1085.39 1088.62 1091.85 1095.08 1098.31 1101.54 1104.77 1108.00 1111.23 1114.46 1117.69 1120.92 1124.15 1127.38 1130.61 1133.84 1137.07 1140.30 1143.53 1146.76 1149.99 1153.22 1156.45 1159.68 1162.91 1166.14 1169.37 1172.60 1175.83
2620.37 2628.99 2637.61 2646.23 2654.85 2663.47 2672.09 2680.71 2689.33 2697.95 2706.57 2715.19 2723.81 2732.43 2741.05 2749.67 2758.29 2766.91 2775.53 2784.15 2792.77 2801.39 2810.01 2818.63 2827.25 2835.87 2844.49 2853.11 2861.73 2870.35 2878.97 2887.59 2896.21 2904.83 2913.45 2922.07 2930.69 2939.31 2947.93 2956.55 2965.17 2973.79 2982.41 2991.03 2999.65 3008.27 3016.89 3025.51 3034.13 3042.75 3051.37 3059.99 3068.61 3077.23 3085.85 3094.47 3103.09 3111.71 3120.33 3128.95 3137.57
360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420
360.00 361.00 362.00 363.00 364.00 365.00 366.00 367.00 368.00 369.00 370.00 371.00 372.00 373.00 374.00 375.00 376.00 377.00 378.00 379.00 380.00 381.00 382.00 383.00 384.00 385.00 386.00 387.00 388.00 389.00 390.00 391.00 392.00 393.00 394.00 395.00 396.00 397.00 398.00 399.00 400.00 401.00 402.00 403.00 404.00 405.00 406.00 407.00 408.00 409.00 410.00 411.00 412.00 413.00 414.00 415.00 416.00 417.00 418.00 419.00 420.00
2146.30 2152.18 2158.06 2163.94 2169.82 2175.70 2181.58 2187.46 2193.34 2199.22 2205.10 2210.98 2216.86 2222.74 2228.62 2234.50 2240.38 2246.26 2252.14 2258.02 2263.90 2269.78 2275.66 2281.54 2287.42 2293.30 2299.18 2305.06 2310.94 2316.82 2322.70 2328.58 2334.46 2340.34 2346.22 2352.10 2357.98 2363.86 2369.74 2375.62 2381.50 2387.38 2393.26 2399.14 2405.02 2410.90 2416.78 2422.66 2428.54 2434.42 2440.30 2446.18 2452.06 2457.94 2463.82 2469.70 2475.58 2481.46 2487.34 2493.22 2499.10
2146.30 2152.18 2158.06 2163.94 2169.82 2175.70 2181.58 2187.46 2193.34 2199.22 2205.10 2210.98 2216.86 2222.74 2228.62 2234.50 2240.38 2246.26 2252.14 2258.02 2263.90 2269.78 2275.66 2281.54 2287.42 2293.30 2299.18 2305.06 2310.94 2316.82 2322.70 2328.58 2334.46 2340.34 2346.22 2352.10 2357.98 2363.86 2369.74 2375.62 2381.50 2387.38 2393.26 2399.14 2405.02 2410.90 2416.78 2422.66 2428.54 2434.42 2440.30 2446.18 2452.06 2457.94 2463.82 2469.70 2475.58 2481.46 2487.34 2493.22 2499.10
1343.03 1346.71 1350.39 1354.07 1357.75 1361.43 1365.11 1368.79 1372.47 1376.15 1379.83 1383.51 1387.19 1390.87 1394.55 1398.23 1401.91 1405.59 1409.27 1412.95 1416.63 1420.31 1423.99 1427.67 1431.35 1435.03 1438.71 1442.39 1446.07 1449.75 1453.43 1457.11 1460.79 1464.47 1468.15 1471.83 1475.51 1479.19 1482.87 1486.55 1490.23 1493.91 1497.59 1501.27 1504.95 1508.63 1512.31 1515.99 1519.67 1523.35 1527.03 1530.71 1534.39 1538.07 1541.75 1545.43 1549.11 1552.79 1556.47 1560.15 1563.83
3157.25 3165.90 3174.55 3183.20 3191.85 3200.50 3209.15 3217.80 3226.45 3235.10 3243.75 3252.40 3261.05 3269.70 3278.35 3287.00 3295.65 3304.30 3312.95 3321.60 3330.25 3338.90 3347.55 3356.20 3364.85 3373.50 3382.15 3390.80 3399.45 3408.10 3416.75 3425.40 3434.05 3442.70 3451.35 3460.00 3468.65 3477.30 3485.95 3494.60 3503.25 3511.90 3520.55 3529.20 3537.85 3546.50 3555.15 3563.80 3572.45 3581.10 3589.75 3598.40 3607.05 3615.70 3624.35 3633.00 3641.65 3650.30 3658.95 3667.60 3676.25
1179.06 1182.29 1185.52 1188.75 1191.98 1195.21 1198.44 1201.67 1204.90 1208.13 1211.36 1214.59 1217.82 1221.05 1224.28 1227.51 1230.74 1233.97 1237.20 1240.43 1243.66 1246.89 1250.12 1253.35 1256.58 1259.81 1263.04 1266.27 1269.50 1272.73 1275.96 1279.19 1282.42 1285.65 1288.88 1292.11 1295.34 1298.57 1301.80 1305.03 1308.26 1311.49 1314.72 1317.95 1321.18 1324.41 1327.64 1330.87 1334.10 1337.33 1340.56 1343.79 1347.02 1350.25 1353.48 1356.71 1359.94 1363.17 1366.40 1369.63 1372.86
3146.19 3154.81 3163.43 3172.05 3180.67 3189.29 3197.91 3206.53 3215.15 3223.77 3232.39 3241.01 3249.63 3258.25 3266.87 3275.49 3284.11 3292.73 3301.35 3309.97 3318.59 3327.21 3335.83 3344.45 3353.07 3361.69 3370.31 3378.93 3387.55 3396.17 3404.79 3413.41 3422.03 3430.65 3439.27 3447.89 3456.51 3465.13 3473.75 3482.37 3490.99 3499.61 3508.23 3516.85 3525.47 3534.09 3542.71 3551.33 3559.95 3568.57 3577.19 3585.81 3594.43 3603.05 3611.67 3620.29 3628.91 3637.53 3646.15 3654.77 3663.39
421 422 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 480 481
421.00 422.00 423.00 424.00 425.00 426.00 427.00 428.00 429.00 430.00 431.00 432.00 433.00 434.00 435.00 436.00 437.00 438.00 439.00 440.00 441.00 442.00 443.00 444.00 445.00 446.00 447.00 448.00 449.00 450.00 451.00 452.00 453.00 454.00 455.00 456.00 457.00 458.00 459.00 460.00 461.00 462.00 463.00 464.00 465.00 466.00 467.00 468.00 469.00 470.00 471.00 472.00 473.00 474.00 475.00 476.00 477.00 478.00 479.00 480.00 481.00
2504.98 2510.86 2516.74 2522.62 2528.50 2534.38 2540.26 2546.14 2552.02 2557.90 2563.78 2569.66 2575.54 2581.42 2587.30 2593.18 2599.06 2604.94 2610.82 2616.70 2622.58 2628.46 2634.34 2640.22 2646.10 2651.98 2657.86 2663.74 2669.62 2675.50 2681.38 2687.26 2693.14 2699.02 2704.90 2710.78 2716.66 2722.54 2728.42 2734.30 2740.18 2746.06 2751.94 2757.82 2763.70 2769.58 2775.46 2781.34 2787.22 2793.10 2798.98 2804.86 2810.74 2816.62 2822.50 2828.38 2834.26 2840.14 2846.02 2851.90 2857.78
2504.98 2510.86 2516.74 2522.62 2528.50 2534.38 2540.26 2546.14 2552.02 2557.90 2563.78 2569.66 2575.54 2581.42 2587.30 2593.18 2599.06 2604.94 2610.82 2616.70 2622.58 2628.46 2634.34 2640.22 2646.10 2651.98 2657.86 2663.74 2669.62 2675.50 2681.38 2687.26 2693.14 2699.02 2704.90 2710.78 2716.66 2722.54 2728.42 2734.30 2740.18 2746.06 2751.94 2757.82 2763.70 2769.58 2775.46 2781.34 2787.22 2793.10 2798.98 2804.86 2810.74 2816.62 2822.50 2828.38 2834.26 2840.14 2846.02 2851.90 2857.78
1567.51 1571.19 1574.87 1578.55 1582.23 1585.91 1589.59 1593.27 1596.95 1600.63 1604.31 1607.99 1611.67 1615.35 1619.03 1622.71 1626.39 1630.07 1633.75 1637.43 1641.11 1644.79 1648.47 1652.15 1655.83 1659.51 1663.19 1666.87 1670.55 1674.23 1677.91 1681.59 1685.27 1688.95 1692.63 1696.31 1699.99 1703.67 1707.35 1711.03 1714.71 1718.39 1722.07 1725.75 1729.43 1733.11 1736.79 1740.47 1744.15 1747.83 1751.51 1755.19 1758.87 1762.55 1766.23 1769.91 1773.59 1777.27 1780.95 1784.63 1788.31
3684.90 3693.55 3702.20 3710.85 3719.50 3728.15 3736.80 3745.45 3754.10 3762.75 3771.40 3780.05 3788.70 3797.35 3806.00 3814.65 3823.30 3831.95 3840.60 3849.25 3857.90 3866.55 3875.20 3883.85 3892.50 3901.15 3909.80 3918.45 3927.10 3935.75 3944.40 3953.05 3961.70 3970.35 3979.00 3987.65 3996.30 4004.95 4013.60 4022.25 4030.90 4039.55 4048.20 4056.85 4065.50 4074.15 4082.80 4091.45 4100.10 4108.75 4117.40 4126.05 4134.70 4143.35 4152.00 4160.65 4169.30 4177.95 4186.60 4195.25 4203.90
1376.09 1379.32 1382.55 1385.78 1389.01 1392.24 1395.47 1398.70 1401.93 1405.16 1408.39 1411.62 1414.85 1418.08 1421.31 1424.54 1427.77 1431.00 1434.23 1437.46 1440.69 1443.92 1447.15 1450.38 1453.61 1456.84 1460.07 1463.30 1466.53 1469.76 1472.99 1476.22 1479.45 1482.68 1485.91 1489.14 1492.37 1495.60 1498.83 1502.06 1505.29 1508.52 1511.75 1514.98 1518.21 1521.44 1524.67 1527.90 1531.13 1534.36 1537.59 1540.82 1544.05 1547.28 1550.51 1553.74 1556.97 1560.20 1563.43 1566.66 1569.89
3672.01 3680.63 3689.25 3697.87 3706.49 3715.11 3723.73 3732.35 3740.97 3749.59 3758.21 3766.83 3775.45 3784.07 3792.69 3801.31 3809.93 3818.55 3827.17 3835.79 3844.41 3853.03 3861.65 3870.27 3878.89 3887.51 3896.13 3904.75 3913.37 3921.99 3930.61 3939.23 3947.85 3956.47 3965.09 3973.71 3982.33 3990.95 3999.57 4008.19 4016.81 4025.43 4034.05 4042.67 4051.29 4059.91 4068.53 4077.15 4085.77 4094.39 4103.01 4111.63 4120.25 4128.87 4137.49 4146.11 4154.73 4163.35 4171.97 4180.59 4189.21
482 483 484 485 486 487 488 489 490 491 492 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 511 512 513 514 515
482.00 483.00 484.00 485.00 486.00 487.00 488.00 489.00 490.00 491.00 492.00 493.00 494.00 495.00 496.00 497.00 498.00 499.00 500.00 501.00 502.00 503.00 504.00 505.00 506.00 507.00 508.00 509.00 510.00 511.00 512.00 513.00 514.00 515.00
2863.66 2869.54 2875.42 2881.30 2887.18 2893.06 2898.94 2904.82 2910.70 2916.58 2922.46 2928.34 2934.22 2940.10 2945.98 2951.86 2957.74 2963.62 2969.50 2975.38 2981.26 2987.14 2993.02 2998.90 3004.78 3010.66 3016.54 3022.42 3028.30 3034.18 3040.06 3045.94 3051.82 3057.70
2863.66 2869.54 2875.42 2881.30 2887.18 2893.06 2898.94 2904.82 2910.70 2916.58 2922.46 2928.34 2934.22 2940.10 2945.98 2951.86 2957.74 2963.62 2969.50 2975.38 2981.26 2987.14 2993.02 2998.90 3004.78 3010.66 3016.54 3022.42 3028.30 3034.18 3040.06 3045.94 3051.82 3057.70
1791.99 1795.67 1799.35 1803.03 1806.71 1810.39 1814.07 1817.75 1821.43 1825.11 1828.79 1832.47 1836.15 1839.83 1843.51 1847.19 1850.87 1854.55 1858.23 1861.91 1865.59 1869.27 1872.95 1876.63 1880.31 1883.99 1887.67 1891.35 1895.03 1898.71 1902.39 1906.07 1909.75 1913.43
4212.55 4221.20 4229.85 4238.50 4247.15 4255.80 4264.45 4273.10 4281.75 4290.40 4299.05 4307.70 4316.35 4325.00 4333.65 4342.30 4350.95 4359.60 4368.25 4376.90 4385.55 4394.20 4402.85 4411.50 4420.15 4428.80 4437.45 4446.10 4454.75 4463.40 4472.05 4480.70 4489.35 4498.00
1573.12 1576.35 1579.58 1582.81 1586.04 1589.27 1592.50 1595.73 1598.96 1602.19 1605.42 1608.65 1611.88 1615.11 1618.34 1621.57 1624.80 1628.03 1631.26 1634.49 1637.72 1640.95 1644.18 1647.41 1650.64 1653.87 1657.10 1660.33 1663.56 1666.79 1670.02 1673.25 1676.48 1679.71
4197.83 4206.45 4215.07 4223.69 4232.31 4240.93 4249.55 4258.17 4266.79 4275.41 4284.03 4292.65 4301.27 4309.89 4318.51 4327.13 4335.75 4344.37 4352.99 4361.61 4370.23 4378.85 4387.47 4396.09 4404.71 4413.33 4421.95 4430.57 4439.19 4447.81 4456.43 4465.05 4473.67 4482.29
HIRE CHARGES OF MACHINERY Hire Fuel Crew Charges Charges Charges
Total
Per
a) Hire charges of Tipper 5.00 Cum capacity
314.00
187.00
87.17
588.17
Hour
b) Hire charges of Tipper 10 Tonnes capacity
314.00
187.00
87.17
588.17
Hour
c) Hire charges of Water Tanker 8000 Ltrs capacity
248.00
187.00
82.10
517.10
Hour
d) Hire charges of Truck 10 Tonnes capacity
248.00
187.00
82.10
517.10
Hour
e) Hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum
248.00
187.00
82.10
517.10
Hour
1 2 3 4 5 A) 1
RATES FOR CONVEYANCE BY MACHINERY Mincipal area allowance Industrial area allowance Agency area allowance Allowable allowance Add Overhead Charges & Contractor's Profit For Earth/Gravel/Sand/Morrum/Lime/Surki (per Cum): Lead up to 1 Km: Out put = 5.00 Cum Rate 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 314.00 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 187.00 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 87.17 0.00 Rs. add area allowance at 0% on Rs. 13.08 Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% 17.65 on Rs. Total rate for 1.00 Cum
2 Lead up to 2 Km: Out put = 5.00 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 Rs. add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
4 Lead up to 4 Km:
Per Hour Hour Hour
Rate 314.00 187.00 87.17 18.31
Per Hour Hour Hour
24.70
Hour
1.00 Cum
3 Lead up to 3 Km: Out put = 5.00 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
0.00% 0.00% 0.00% 0.00% 0.00%
1.00 Cum
Rate 314.00 187.00 87.17 24.41
Per Hour Hour Hour
32.94
Hour
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 47.10 28.05 13.08 0.00 88.23 17.65 0.00
Rs.
17.65
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 65.94 39.27 18.31 0.00 123.52 24.7 0.00
Rs.
24.70
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 87.92 52.36 24.41 0.00 164.69 32.94 0.00
Rs.
32.94
Out put 0.34 0.34 0.34 0.00
= 5.00 Cum Hrs. hire charges of Tipper 5.00 Cum @ Rs. Hrs. fuel charges of Tipper 5.00 Cum @ Rs. Hrs. crew charges of Tipper 5.00 Cum @ add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Hour
Rate 314.00 187.00 87.17 34.87
Per Hour Hour Hour
47.05
Hour
Rate 314.00 187.00 87.17 5.23
Per Hour Hour Hour
7.06
Hour
1.00 Cum
7 Lead for every Km beyond 30 Km: Out put = 5.00 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
40.00
1.00 Cum
6 Lead for every Km from 5 to 30 Km: Out put = 5.00 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Per Hour Hour Hour
1.00 Cum
5 Lead up to 5 Km: Out put = 5.00 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 29.64
Rate 314.00 187.00 87.17 4.36
Per Hour Hour Hour
5.88
1.00 Cum
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 106.76 63.58 29.64 0.00 199.98 40.00 0.00
Rs.
40.00
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 125.60 74.80 34.87 0.00 235.27 47.05 0.00
Rs.
47.05
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 18.84 11.22 5.23 0.00 35.29 7.06 0.00
Rs.
7.06
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 15.70 9.35 4.36 0.00 29.41 5.88 0.00
Rs.
5.88
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 47.10 28.05 13.08 0.00 88.23 17.65 0.00
Rs.
17.65
B) For Rubble/Size stones/Cut stones/Coarse aggregates (per Cum): 1 Lead up to 1 Km: Out put = 5.00 Cum 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
Rate 314.00 187.00 87.17 13.08
17.65
Per Hour Hour Hour
2 Lead up to 2 Km: Out put = 5.00 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Hour
Rate 314.00 187.00 87.17 24.41
Per Hour Hour Hour
32.94
Hour
Rate 314.00 187.00 87.17 29.64
Per Hour Hour Hour
40.00
Hour
1.00 Cum
5 Lead up to 5 Km: Out put = 5.00 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
24.70
1.00 Cum
4 Lead up to 4 Km: Out put = 5.00 Cum 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Per Hour Hour Hour
1.00 Cum
3 Lead up to 3 Km: Out put = 5.00 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 18.31
Rate 314.00 187.00 87.17 34.87
Per Hour Hour Hour
47.05
Hour
1.00 Cum
6 Lead for every Km from 5 to 30 Km: Out put = 5.00 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs.
Rate 314.00 187.00 87.17 5.23
Per Hour Hour Hour
7.06
Hour
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 65.94 39.27 18.31 0.00 123.52 24.7 0.00
Rs.
24.70
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 87.92 52.36 24.41 0.00 164.69 32.94 0.00
Rs.
32.94
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 106.76 63.58 29.64 0.00 199.98 40 0.00
Rs.
40.00
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 125.60 74.80 34.87 0.00 235.27 47.05 0.00
Rs.
47.05
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 18.84 11.22 5.23 0.00 35.29 7.06 0.00
Total rate for
1.00 Cum
7 Lead for every Km beyond 30 Km: Out put = 5.00 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 5.00 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 4.36
Per Hour Hour Hour
5.88
1.00 Cum
Rs.
7.06
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 15.70 9.35 4.36 0.00 29.41 5.88 0.00
Rs.
5.88
C) For Cement/Steel/RCC poles/A.C & G.I sheets/Packed materials (per Tonne): 1 Lead up to 1 Km: Out put = 8.00 MT 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT 2 Lead up to 2 Km: Out put = 8.00 MT 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Per Hour Hour Hour
11.03
Rate 314.00 187.00 87.17 18.31
Per Hour Hour Hour
15.44
Hour
1.00 MT
3 Lead up to 3 Km: Out put = 8.00 MT 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 13.08
Rate 314.00 187.00 87.17 24.41
Per Hour Hour Hour
20.59
Hour
1.00 MT
4 Lead up to 4 Km: Out put = 8.00 MT 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT
Rate 314.00 187.00 87.17 29.64
Per Hour Hour Hour
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 47.10 28.05 13.08 0.00 88.23 11.03 0.00
Rs.
11.03
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 65.94 39.27 18.31 0.00 123.52 15.44 0.00
Rs.
15.44
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 87.92 52.36 24.41 0.00 164.69 20.59 0.00
Rs.
20.59
Rs. Rs. Rs. Rs. Rs. Rs.
Amount 106.76 63.58 29.64 0.00 199.98 25
0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Per Hour Hour Hour
29.41
Hour
Rate 314.00 187.00 87.17 5.23
Per Hour Hour Hour
4.41
Hour
1.00 MT
7 Lead for every Km beyond 30 Km: Out put = 8.00 MT 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 34.87
1.00 MT
6 Lead for every Km from 5 to 30 Km: Out put = 8.00 MT 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Hour
1.00 MT
5 Lead up to 5 Km: Out put = 8.00 MT 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 8.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
25.00
Rate 314.00 187.00 87.17 4.36
Per Hour Hour Hour
3.68
1.00 MT
Rs.
0.00
Rs.
25.00
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 125.60 74.80 34.87 0.00 235.27 29.41 0.00
Rs.
29.41
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 18.84 11.22 5.23 0.00 35.29 4.41 0.00
Rs.
4.41
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 15.70 9.35 4.36 0.00 29.41 3.68 0.00
Rs.
3.68
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 47.10 28.05 13.08 0.00 88.23 25.95 0.00
Rs.
25.95
Rs. Rs. Rs. Rs.
Amount 65.94 39.27 18.31 0.00
D) For PCC Slabs/Shabad Slabs/CC & Laterite Blocks/Wood (per Cum): 1 Lead up to 1 Km: Out put = 3.40 Cum 0.15 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.15 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum 2 Lead up to 2 Km: Out put = 3.40 Cum 0.21 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.21 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs.
Rate 314.00 187.00 87.17 13.08
Per Hour Hour Hour
25.95
Rate 314.00 187.00 87.17 18.31
Per Hour Hour Hour
Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
48.44
Hour
Rate 314.00 187.00 87.17 29.64
Per Hour Hour Hour
58.82
Hour
Rate 314.00 187.00 87.17 34.87
Per Hour Hour Hour
69.20
Hour
1.00 Cum
6 Lead for every Km from 5 to 30 Km: Out put = 3.40 Cum 0.06 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.06 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Per Hour Hour Hour
1.00 Cum
5 Lead up to 5 Km: Out put = 3.40 Cum 0.40 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.40 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Rate 314.00 187.00 87.17 24.41
1.00 Cum
4 Lead up to 4 Km: Out put = 3.40 Cum 0.34 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.34 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
Hour
1.00 Cum
3 Lead up to 3 Km: Out put = 3.40 Cum 0.28 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.28 Hrs. crew charges of Tipper 5.00 Cum @ 0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
36.33
Rate 314.00 187.00 87.17 5.23
Per Hour Hour Hour
10.38
Hour
1.00 Cum
7 Lead for every Km beyond 30 Km: Out put = 3.40 Cum 0.05 Hrs. hire charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. fuel charges of Tipper 5.00 Cum @ Rs. 0.05 Hrs. crew charges of Tipper 5.00 Cum @
Rate 314.00 187.00 87.17
Per Hour Hour Hour
Rs. Rs. Rs.
123.52 36.33 0.00
Rs.
36.33
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 87.92 52.36 24.41 0.00 164.69 48.44 0.00
Rs.
48.44
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 106.76 63.58 29.64 0.00 199.98 58.82 0.00
Rs.
58.82
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 125.60 74.80 34.87 0.00 235.27 69.2 0.00
Rs.
69.20
Rs. Rs. Rs. Rs. Rs. Rs. Rs.
Amount 18.84 11.22 5.23 0.00 35.29 10.38 0.00
Rs.
10.38
Rs. Rs. Rs.
Amount 15.70 9.35 4.36
0.00 add area allowance at 0% on Rs. Rate for 3.40 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for
4.36
8.65
1.00 Cum
E) For Water (per 1000 Ltrs): 1 Lead up to 1 Km: Out put = 8000 Ltrs 0.15 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
Rs. Rs. Rs. Rs.
0.00 29.41 8.65 0.00
Rs.
8.65
Rate 248.00
Per Hour
Rs.
Amount 37.20
0.15 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
28.05
0.15 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
12.32
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
12.32
Rs. Rs. Rs. Rs.
0.00 77.57 9.70 0.00
Rs.
9.70
2 Lead up to 2 Km: Out put = 8000 Ltrs 0.21 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
9.70
Rate 248.00
Per Hour
Rs.
Amount 52.08
0.21 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
39.27
0.21 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
17.24
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
17.24
Rs. Rs. Rs. Rs.
0.00 108.59 13.57 0.00
Rs.
13.57
3 Lead up to 3 Km: Out put = 8000 Ltrs 0.28 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
13.57
Rate 248.00
Per Hour
Rs.
Amount 69.44
0.28 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
52.36
0.28 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
22.99
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
22.99
Rs. Rs. Rs. Rs.
0.00 144.79 18.10 0.00
Rs.
18.10
Rs.
Amount 84.32
4 Lead up to 4 Km: Out put = 8000 Ltrs 0.34 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
18.10
Rate 248.00
Per Hour
0.34 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
63.58
0.34 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
27.91
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
27.91
Rs. Rs. Rs. Rs.
0.00 175.81 21.98 0.00
Rs.
21.98
5 Lead up to 5 Km: Out put = 8000 Ltrs 0.40 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
21.98
Rate 248.00
Per Hour
Rs.
Amount 99.20
0.40 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
74.80
0.40 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
32.84
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
32.84
Rs. Rs. Rs. Rs.
0.00 206.84 25.86 0.00
Rs.
25.86
6 Lead for every Km from 5 to 30 Km: Out put = 8000 Ltrs 0.06 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
25.86
Rate 248.00
Per Hour
Rs.
Amount 14.88
0.06 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
11.22
0.06 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
4.93
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
4.93
Rs. Rs. Rs. Rs.
0.00 31.03 3.88 0.00
Rs.
3.88
7 Lead for every Km beyond 30 Km: Out put = 8000 Ltrs 0.05 Hrs. hire charges of water tanker 8000 ltrs capacity @ Rs.
3.88
Rate 248.00
Per Hour
Rs.
Amount 12.40
0.05 Hrs. fuel charges of water tanker 8000 ltrs capacity @ Rs.
187.00
Hour
Rs.
9.35
0.05 Hrs. crew charges of water tanker 8000 ltrs capacity @ Rs.
82.10
Hour
Rs.
4.11
0.00 add area allowance at 0% on Rs. Rate for 8000 Ltrs Rate for 1000 Ltrs 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Ltrs
4.11
Rs. Rs. Rs. Rs.
0.00 25.86 3.23 0.00
Rs.
3.23
F) For Bricks (per 1000 Nos): 1 Lead up to 1 Km:
3.23
Out put = 3000 Nos 0.15 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Rate 248.00
Per Hour
Rs.
Amount 37.20
0.15 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
28.05
0.15 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
12.32
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
12.32
Rs. Rs. Rs. Rs.
0.00 77.57 25.86 0.00
Rs.
25.86
2 Lead up to 2 Km: Out put = 3000 Nos 0.21 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
25.86
Rate 248.00
Per Hour
Rs.
Amount 52.08
0.21 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
39.27
0.21 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
17.24
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
17.24
Rs. Rs. Rs. Rs.
0.00 108.59 36.20 0.00
Rs.
36.20
3 Lead up to 3 Km: Out put = 3000 Nos 0.28 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
36.20
Rate 248.00
Per Hour
Rs.
Amount 69.44
0.28 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
52.36
0.28 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
22.99
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
22.99
Rs. Rs. Rs. Rs.
0.00 144.79 48.26 0.00
Rs.
48.26
4 Lead up to 4 Km: Out put = 3000 Nos 0.34 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
48.26
Rate 248.00
Per Hour
Rs.
Amount 84.32
0.34 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
63.58
0.34 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
27.91
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
27.91
Rs. Rs. Rs. Rs.
0.00 175.81 58.60 0.00
Rs.
58.60
58.60
5 Lead up to 5 Km: Out put = 3000 Nos 0.40 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Rate 248.00
Per Hour
Rs.
Amount 99.20
0.40 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
74.80
0.40 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
32.84
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
32.84
Rs. Rs. Rs. Rs.
0.00 206.84 68.95 0.00
Rs.
68.95
6 Lead for every Km beyond 5 Kms up to 30 Kms: Out put = 3000 Nos 0.06 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
68.95
Rate 248.00
Per Hour
Rs.
Amount 14.88
0.06 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
11.22
0.06 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
4.93
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
4.93
Rs. Rs. Rs. Rs.
0.00 31.03 10.34 0.00
Rs.
10.34
7 Lead for every Km beyond 30 Kms: Out put = 3000 Nos 0.05 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
10.34
Rate 248.00
Per Hour
Rs.
Amount 12.40
0.05 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
9.35
0.05 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
4.11
0.00 add area allowance at 0% on Rs. Rate for 3000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
4.11
Rs. Rs. Rs. Rs.
0.00 25.86 8.62 0.00
Rs.
8.62
8.62
LOADING & UNLOADING CHARGES BY MANUAL MEANS (EXCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Labour: 0.01 day Head mazdoor 170.00 0.25 day Mazdoor 170.00 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum
44.20
Per day day
Amount Rs. Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20 44.20
Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum (ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.005 day Head mazdoor 0.125 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
8.04
Rate
Per
170.00 170.00
day day
22.10
4.02
Rs. Rs.
8.04 0.00
Rs.
8.04
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
0.85 21.25 22.10 0.00 22.10 22.10 4.02 0.00
Rs.
4.02
B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for masonry work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Labour: 0.02 day Head mazdoor 0.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum (ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum C) For Cement (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT
Rate
Per
170.00 170.00
day day
88.40
16.07
Rate
Per
170.00 170.00
day day
44.20
8.04
Rate
Per
170.00 170.00
day day
265.20
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
3.40 85.00 88.40 0.00 88.40 88.40 16.07 0.00
Rs.
16.07
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20 44.20 8.04 0.00
Rs.
8.04
Amount Rs. Rs. Rs. Rs. Rs. Rs.
10.20 255.00 265.20 0.00 265.20 265.20
Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT (ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT D) For Structural steel, Steel bars (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT (ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT
26.52
Rate
Per
170.00 170.00
day day
265.20
26.52
Rate
Per
170.00 170.00
day day
317.90
31.79
Rate
Per
170.00 170.00
day day
317.90
31.79
E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos): (i) Loading charges: Out put = 2000.00 Nos Rate a) Labour: 0.01 day Head mazdoor 170.00 0.25 day Mazdoor 170.00 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 2000 Nos Rate for 1000 Nos
44.20
Rs. Rs.
26.52 0.00
Rs.
26.52
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
10.20 255.00 265.20 0.00 265.20 265.20 26.52 0.00
Rs.
26.52
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
11.90 306.00 317.90 0.00 317.90 317.90 31.79 0.00
Rs.
31.79
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
11.90 306.00 317.90 0.00 317.90 317.90 31.79 0.00
Rs.
31.79
Per day day
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20 44.20 22.10
0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos (ii) Unloading & Stacking charges: Out put = 2000.00 Nos a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
22.10
Rate
Per
170.00 170.00
day day
44.20
22.10
Rs.
0.00
Rs.
22.10
Amount Rs. Rs. Rs. Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20 44.20 22.10 0.00
Rs.
22.10
LOADING & UNLOADING CHARGES BY MANUAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Labour: 0.01 day Head mazdoor 170.00 0.25 day Mazdoor 170.00
Per
Amount
day day
Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20
248.00
Hour
Rs.
124.00
0.50 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
93.50
0.50 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
41.05
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
41.05
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 258.55 302.75 302.75 55.05 0.00
Rs.
55.05
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.50 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
(ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.005 day Head mazdoor 0.125 day Mazdoor 0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.166 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs. 0.166 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
44.20
55.05
Rate
Per
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
0.85 21.25 22.10 0.00 22.10
248.00
Hour
Rs.
41.17
187.00
Hour
Rs.
31.04
22.10
Amount
0.166 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
13.63
Hour
19.63
Rs.
13.63
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 85.84 107.94 107.94 19.63 0.00
Rs.
19.63
B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Labour: 0.02 day Head mazdoor 0.50 day Mazdoor
Rate
Per
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
3.40 85.00 88.40 0.00 88.40
248.00
Hour
Rs.
124.00
0.50 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
93.50
0.50 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
41.05
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
41.05
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 258.55 346.95 346.95 63.08 0.00
Rs.
63.08
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.50 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
(ii) Unloading charges: Out put = 5.50 Cum a) Labour: 0.01 day Head mazdoor 0.25 day Mazdoor
88.40
63.08
Amount
Rate
Per
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20
248.00
Hour
Rs.
62.00
0.25 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
46.75
0.25 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
20.53
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs.
20.53
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 129.28 173.48 173.48 31.54 0.00
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.25 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
44.20
31.54
Amount
Total rate for
1.00 Cum
C) For Cement (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor
Rs.
31.54
Rate
Per
Amount
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
10.20 255.00 265.20 0.00 265.20
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
265.20
248.00
Hour
Rs.
248.00
1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
187.00
1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT
82.10
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 517.10 782.30 782.30 78.23 0.00
Rs.
78.23
(ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor
78.23
Rate
Per
Amount
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
11.90 306.00 317.90 0.00 317.90
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
317.90
248.00
Hour
Rs.
248.00
1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
187.00
1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT
82.10
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 517.10 835.00 835.00 83.50 0.00
Rs.
83.50
D) For Structural steel, Steel bars (per Tonne): (i) Loading charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor 0.00 add area allowance at 0% on Rs.
83.50
Rate
Per
170.00 170.00
day day
317.90
Amount Rs. Rs. Rs. Rs.
11.90 306.00 317.90 0.00
Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
Rs.
317.90
248.00
Hour
Rs.
248.00
1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
187.00
1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT
82.10
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 517.10 835.00 835.00 83.50 0.00
Rs.
83.50
(ii) Unloading & Stacking charges: Out put = 10.00 MT a) Labour: 0.07 day Head mazdoor 1.80 day Mazdoor
83.50
Rate
Per
Amount
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
11.90 306.00 317.90 0.00 317.90
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
317.90
248.00
Hour
Rs.
248.00
1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
187.00
1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 10.00 MT Rate for 1.00 MT 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 MT
82.10
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 517.10 835.00 835.00 83.50 0.00
Rs.
83.50
83.50
E) For Bricks of size 225 x 140 x 70mm (per 1000 Nos): (i) Loading charges: Out put = 2000.00 Nos Rate a) Labour: 0.01 day Head mazdoor 170.00 0.25 day Mazdoor 170.00
Per
Amount
day day
Rs. Rs. Rs. Rs. Rs.
1.70 42.50 44.20 0.00 44.20
248.00
Hour
Rs.
81.84
0.33 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
61.71
0.33 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
27.09
0.00 add area allowance at 0% on Rs.
27.09
Rs.
0.00
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 0.33 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
44.20
Total machinery charges Total labour and machinery charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos (ii) Unloading & Stacking charges: Out put = 2000.00 Nos a) Labour: 0.06 day Head mazdoor 1.50 day Mazdoor
107.42
Rs. Rs. Rs. Rs. Rs.
170.64 214.84 214.84 107.42 0.00
Rs.
107.42
Rate
Per
Amount
170.00 170.00
day day
Rs. Rs. Rs. Rs. Rs.
10.20 255.00 265.20 0.00 265.20
0.00 add area allowance at 0% on Rs. Total labour charges b) Machinery: 1.00 Hrs. hire charges of Truck 10 Tonnes capacity @ Rs.
265.20
248.00
Hour
Rs.
248.00
1.00 Hrs. fuel charges of Truck 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
187.00
1.00 Hrs. crew charges of Truck 10 Tonnes capacity @ Rs.
82.10
Hour
Rs.
82.10
0.00 add area allowance at 0% on Rs. Total machinery charges Total labour and machinery charges Rate for 2000 Nos Rate for 1000 Nos 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1000 Nos
82.10
Rs. Rs. Rs. Rs. Rs. Rs.
0.00 517.10 782.30 782.30 391.15 0.00
Rs.
391.15
391.15
LOADING & UNLOADING CHARGES BY MECHANICAL MEANS (INCLUDING IDLE HIRE CHARGES OF TRUCKS) A) For Earth, Sand, Morrum, Manure, Fly Ash (per Cum): (i) Loading charges: Out put = 5.50 Cum Rate a) Machinery: 0.11 Hrs. hire charges of Tipper 10 Tonnes 314.00 capacity @ Rs.
Per
Amount
Hour
Rs.
34.54
0.11 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
20.57
0.11 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
87.17
Hour
Rs.
9.59
0.06 Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
248.00
Hour
Rs.
14.88
0.06 Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
187.00
Hour
Rs.
11.22
0.06 Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
82.10
Hour
Rs.
4.93
0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
14.52
Rs. Rs. Rs. Rs. Rs.
0.00 95.73 95.73 17.41 0.00
Rs.
17.41
17.41
(ii) Unloading charges: Out put = 5.50 Cum a) Machinery: 0.08 Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.
Rate
Per
314.00
Hour
Rs.
25.12
0.08 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
14.96
0.08 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
87.17
Hour
Rs.
6.97
0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
6.97
Rs. Rs. Rs. Rs. Rs.
0.00 47.05 47.05 8.55 0.00
Rs.
8.55
8.55
Amount
B) For Lime, Agrregate, Stone Boulder, Brick aggregate, Kankar, Building rubbish, Crushed slag, Stone for machinery work (per Cum): (i) Loading charges: Out put = 5.50 Cum a) Machinery: 0.17 Hrs. hire charges of Tipper 10 Tonnes capacity @ Rs.
Rate
Per
314.00
Hour
Rs.
53.38
0.17 Hrs. fuel charges of Tipper 10 Tonnes capacity @ Rs.
187.00
Hour
Rs.
31.79
0.17 Hrs. crew charges of Tipper 10 Tonnes capacity @ Rs.
87.17
Hour
Rs.
14.82
0.12 Hrs. hire charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
248.00
Hour
Rs.
29.76
0.12 Hrs. fuel charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
187.00
Hour
Rs.
22.44
0.12 Hrs. crew charges of FE loader 1.00 Cum bucket capacity @ 45 Cum @ Rs.
82.10
Hour
Rs.
9.85
0.00 add area allowance at 0% on Rs. Total machinery charges Rate for 5.50 Cum Rate for 1.00 Cum 0.00 add overheads and contractors profit at 0% on Rs. Total rate for 1.00 Cum
24.67
Rs. Rs. Rs. Rs. Rs.
0.00 162.04 162.04 29.46 0.00
Rs.
29.46
29.46
Amount
