analysis 2013

ROAD METAL RATES ( BY ROAD )District : Lucknow

Name of Work : Construction of Residential Quarters at Dilkusha

TotalKutcha Pucca Kutcha

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

Stone BoulderKabrai 634.00 19.00 300.00 1 280 0 281 1307.76 1607.76

20 mm gauge Stone Grit

20 to 40 mm gauge Stone GritKabrai 634.00 19.00 615.00 1 205 0 206 1052.08 1667.08

20 mm gauge Stone GritKabrai 1050.00 19.00 1031.00 1 205 0 206 1052.08 2083.08

16 to 22 mm gauge Stone Grit(13.2mm)Kabrai 880.00 19.00 861.00 1 205 0 206 1052.08 1913.08

10 to 16 mm gauge Stone Grit(11.2 mm)

Kabrai 842.00 19.00 823.00 1 205 0 206 1052.08 1875.08Crushed singal (6.7 mm)

Kabrai 460.00 19.00 441.00 1 205 0 206 1052.08 1493.08Coarse Sand Hamir Pur

Hamir Pur 580.00 19.00 561.00 1 159 0 160 885.90 1446.90

Junior Engineer Assistant EngineerMaint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow

Km No.

Name of Quarry

(Loading Station)

Rate at Quarry

Deduct loading

Distance from Quarry to Site in Kms.

Cost of Cartage

Total of Col. 5,8

Wastage Net

Quarry rate

ROAD METAL RATES ( BY ROAD )Lucknow

Construction of Residential Quarters at Dilkusha

Toll Tax Details of Cartage Calculations

13 14 15 16 17 18 19 Km nos. Kms Rate AmountShankergarh to Site :1 to 250Km 250 1312.25

66.67 1674.43 9.28 1683.71 1683.70 251th to 280th 30 3.75 112.50Total rate for 280 Kms 1424.75Add for Kachcha KilometerFor 1st Km 1 13.79Total rate for 281 Kms 1438.54Cartage Without C.P. 1307.76Kabrai to Site :1 to 200Km 200 1124.75

66.67 1733.75 21.88 1755.63 1755.60 201th to 205th 5 3.75 18.75Total rate for 205 Kms 1143.50

66.67 2149.75 38.52 2188.27 2188.30 Add for Kachcha Kilometer16 to 22 mm gauge Stone Grit(13.2mm) For 1st Km 1 13.79

66.67 1979.75 31.72 2011.47 2011.50 Total rate for 206 Kms 1157.2910 to 16 mm gauge Stone Grit(11.2 mm) Cartage Without C.P. 1052.08

66.67 1941.75 30.20 1971.95 1971.90 Hamirpur to Site :-1 to 100 Km 100 724.75

66.67 1559.75 14.92 1574.67 1574.70 101 to 159 Km 59 4.00 236.00Add for Kachcha Kilometer

66.67 1513.57 21.16 1534.73 1534.70 For 1st Km 1 13.79Total rate for 160 Kms 974.54Cartage Without C.P. 885.90Gahagra to Site :1 to 75 75 612.2576 to 83 Km 8 4.50 36.00Add for Kachcha KilometerFor 1st Km 1 13.79For 2nd Km 1 4.95Total rate for 85 Kms 666.99Cartage Without C.P. 600.29

Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow

Stacking Charges

Contractor's Profit

on Col.3

Total Rate

(Col.11+15)

VAT@ 4.0%

on (Col.5- roylty)

Total Rate

(Col.16+17)

Rate rounded

to 10 paise

Analysis of Rate

Reference from UPPWD Analysis of rate - 1969, Item No.-279, Page No.-19

Sl.No. Description Unit Qty

279 Detail of cost for 2.83 cumMaterialsStone ballast/agg. 20mm nominal size Cum 2.55Coarse sand Cum 1.27Cement Bags 18.90

LabourMistri Day 1/10Mason Day 1/2Beldar Day 4.00Coolie Day 4.00Bhisti Day 2.00Blacksmith Day 1/10Total

L.S.Total Add for water charges-@ 1.50%TotalContractor's profit @ 10.00%Rate for 2.83 CumRate for One Cum


Sl.No. Description Unit QtyCost of 1:2:4 as per item 279 Blacksmith for binding & fixing reinforcement Day 2

L.S.

L.S.

R.C.C. works with cement approved coarse sand 20 mm approved stone ballast in the proporation 1:1.5:3 ( 1 cement :1.5 coarse sand : 3 aggregate) in RCC T beam and Slab roofs and columns excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 20.

Item No.-

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all materials, labor and T & P etc.required for completion of the work.

Add wastage at 2.5% on coarse sand and cement. (1949.07+5764.50)x2.5% = 192.84)

T&P and Sundries etc, hire of C.C. Mixer, Lubricant etc. {10.50x(15441.77)/434.07 = 306.84}

Item No.-

R.C.C work with cement,approved course sand and 20 mm. gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire , and including neccessary centering and shuttering etc. and also including the supply of binding wire , moulds and all other materials, labours and T & P etc. required for completion of the work.

Cost of binding wire & extra cement & lobour for floating coat etc ={25.00x17657.79/455.85} = 969.46

Cost of centering etc. with extra lobour etc={25.00x17657.79/455.35} = 969.46

TOTALAdd for water charges-@ 1.50%TotalContractor's profit @ 10.00%TotalRate for 2.83 Cum 17657.79 +

Rate for 2.83 CumReference from UPPWD Analysis of rate - 1969, Item No.-288, Page No.-22

As in item no. 283 but in R.C.C. T- beams and slab roofs and columns.

Sl.No. Description Unit QtyRate as per S.I. 283

Add extra for bricks or ballies supports stronger shuttering 7208.76 x Contractor's profit @ 10.00% on 1831.63Rate for One Cum

Reference from UPPWD Analysis of rate - 1969, Item No.-289, Page No.-22Extra for RCC in 1:1.5:3

Sl.No. Description Unit QtyStone ballast/agg. 20mm nominal size Cum 0.14Coarse sand Cum 0.07Cement Bags 4.65TotalAdd for water charges-@ 1.50% 1004.46TotalContractor's profit @ 10.00%Rate for 2.83 CumRate for One CumRATE FOR R.C.C. 1:1.5:3 IN lighter beams,ie having spans up to 6 metrs 9223.55 +


Item No.-

Item No.-

Analysis of Rate


Rate Cost Rate Code Remark

2188.30 5580.17RMR Rate

1534.70 1949.07305.00 5764.50 UPPWD S.R.

192.84

292.00 29.20

UPPWD S.R.

260.00 130.00170.00 680.00170.00 680.00205.00 410.00260.00 26.00

15441.77

373.5315815.30

237.2316052.53

1605.2517657.796239.50


Rate Cost Rate Code Remark17657.79

260.00 520.00 UPPWD S.R.

968.40

968.40

R.C.C. works with cement approved coarse sand 20 mm approved stone ballast in the proporation 1:1.5:3 ( 1 cement :1.5 coarse sand : 3 aggregate) in RCC T beam and Slab roofs and columns excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all materials, labor and T &

R.C.C work with cement,approved course sand and 20 mm. gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire , and including neccessary centering and shuttering etc. and also including the supply of binding wire , moulds and all other materials, labours and T & P etc.

2456.8036.85

2493.65249.36

2743.012743.01 20400.80

7208.76Reference from UPPWD Analysis of rate - 1969, Item No.-288, Page No.-22

As in item no. 283 but in R.C.C. T- beams and slab roofs and columns.

Rate Cost Rate Code Remark7208.76

1.40/5.51 1831.63183.16

9223.55


Rate Cost Rate Code Remark2188.30 306.36

RMR Rate1534.70 107.43305.00 1418.25 UPPWD S.R.

1832.0415.07

1847.11184.71

2031.82717.96

717.96 9941.51 Per Cum


Analysis of Rate


Sl.No. Description Unit Qty Rate Cost

279 Detail of cost for 2.83 cumMaterialsStone ballast/agg. 20mm nominal size Cum 2.55 2188.30 5580.17Coarse sand Cum 1.27 1534.70 1949.07Cement Bags 18.90 305.00 5764.50

192.84LabourMistri Day 1/10 292.00 29.20Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total 15441.77

L.S. 373.53Total 15815.30Add for water charges-@ 1.50% 237.23Total 16052.53Contractor's profit @ 10.00% 1605.25Rate for 2.83 Cum 17657.79Rate for One Cum 6239.50


Sl.No. Description Unit Qty Rate CostCost of 1:2:4 as per item 279 17657.79 Blacksmith for binding & fixing reinforcement Day 2 260.00 520.00

L.S. 968.40

L.S. 968.40TOTAL 2456.80Add for water charges-@ 1.50% 36.85Total 2493.65Contractor's profit @ 10.00% 249.36Total 2743.01Rate for 2.83 Cum 17657.79 + 2743.01 20400.80

Rate for 2.83 Cum 7208.76Reference from UPPWD Analysis of rate - 1969, Item No.-285, Page No.-22

As in item no. 283 but in lighter beams, having spans up to 6.00m

Sl.No. Description Unit Qty Rate CostRate as per S.I. 283 7208.76

R.C.C. works with cement approved coarse sand 20 mm approved stone ballast in the proporation 1:1.5:3 ( 1 cement :1.5 coarse sand : 3 aggregate) in lighter beams,ie having spans up to 6 metrs excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 20.

Item No.-




Item No.-




Item No.-

Add extra for bricks or ballies supports ={1.30x7936.50/5.51} = 1872.50 L.S. 1700.80Contractor's profit @ 10.00% on 1700.80 170.08Rate for One Cum 9079.64


Sl.No. Description Unit Qty Rate CostStone ballast/agg. 20mm nominal size Cum 0.14 2188.30 306.36Coarse sand Cum 0.07 1534.70 107.43Cement Bags 4.65 305.00 1418.25Total 1832.04Add for water charges-@ 1.50% 1004.46 15.07Total 1847.11Contractor's profit @ 10.00% 184.71Rate for 2.83 Cum 2031.82Rate for One Cum 717.96RATE FOR R.C.C. 1:1.5:3 IN lighter beams,ie having spans up to 6 metrs 9079.64 + 717.96 9797.60


Item No.-

Analysis of Rate


Rate Code Remark

RMR Rate

UPPWD S.R.

UPPWD S.R.


Rate Code Remark

UPPWD S.R.


As in item no. 283 but in lighter beams, having spans up to 6.00m

Rate Code Remark

R.C.C. works with cement approved coarse sand 20 mm approved stone ballast in the proporation 1:1.5:3 ( 1 cement :1.5 coarse sand : 3 aggregate) in lighter beams,ie having spans up to 6 metrs excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all materials, labor and T &

R.C.C work with cement,approved course sand and 20 mm. gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire , and including neccessary centering and shuttering etc. and also including the supply of binding wire , moulds and all other materials, labours and T & P etc.


Rate Code Remark

RMR Rate

UPPWD S.R.

Per Cum

Ex. EngineerMaint.Division 1,CivilP.W.D. Lucknow

Analysis of Rate


Sl.No. Description Unit Qty Rate279 Detail of cost for 2.83 cum

Materials

Stone ballast/agg. 20mm nominal size Cum 2.55 2188.30Coarse sand Cum 1.27 1534.70

Cement Bags 18.90 305.00

LabourMistri Day 1/10 292.00Mason Day 1/2 260.00Beldar Day 4.00 170.00Coolie Day 4.00 170.00Bhisti Day 2.00 205.00Blacksmith Day 1/10 260.00Total

L.S.Total Add for water charges-@ 1.50%TotalContractor's profit @ 10.00%Rate for 2.83 CumRate for One Cum

Reference from UPPWD Analysis of rate - 1969, Item No.-287, Page No.-22As in item no. 283 but in R.C.C. Raft foundation and footing with 20mm gauge approved stone ballast.

Sl.No. Description Unit Qty RateCost of 1:2:4 as per item 279

Blacksmith for binding & fixing reinforcement Day 1/2 260.00Cost of binding wire , pumping out of water if any 17657.79 x 40/455.35TOTALAdd for water charges-@ 1.50%TotalContractor's profit @ 10.00%TotalRate for 2.83 Cum 17657.79 + 1876.99Rate for 2.83 Cum


R.C.C. works with cement approved coarse sand 20mm (3/4") gauge approved stone ballast in the proporation 1:1.5:3 ( 1 cement :4.5 aggregate) in Raft Foundation and footing excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 20.

Item No.-




Item No.-

Extra for RCC in 1:1.5:3

Sl.No. Description Unit Qty Rate

Stone ballast/agg. 20mm nominal size Cum 0.14 2188.30Coarse sand Cum 0.07 1534.70

Cement Bags 4.65 305.00TotalAdd for water charges-@ 1.50% 1004.46TotalContractor's profit @ 10.00%Rate for 2.83 CumRate for One Cum

RATE FOR R.C.C. 1:1.5:3 IN SLAB 6902.75 + 717.96


Item No.-

Analysis of Rate


Cost Rate Code Remark

5580.17 RMR Rate1949.07

5764.50 UPPWD S.R.

192.84

29.20

UPPWD S.R.

130.00680.00680.00410.00

26.0015441.77

373.5315815.30

237.2316052.53

1605.2517657.796239.50

Reference from UPPWD Analysis of rate - 1969, Item No.-287, Page No.-22As in item no. 283 but in R.C.C. Raft foundation and footing with 20mm gauge approved stone ballast.

Cost Rate Code Remark17657.79

130.00 UPPWD S.R.

1551.141681.14

25.221706.36

170.641876.99

19534.786902.75


R.C.C. works with cement approved coarse sand 20mm (3/4") gauge approved stone ballast in the proporation 1:1.5:3 ( 1 cement :4.5 aggregate) in Raft Foundation and footing excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 20.

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all



306.36 RMR Rate107.43

1418.25 UPPWD S.R.1832.04

15.071847.11

184.712031.82

717.967620.71 Per Cum


Junior EngineerMaintenance Div. No.- 1, CivilP.W.D. Lucknow

Assistant EngineerMaintenance Div. No.- 1, Civil

P.W.D. Lucknow

Executive EngineerMaintenance Div. No.- 1, Civil

P.W.D. Lucknow

Analysis of Rate


Sl.No. Description Unit Qty Rate Cost Rate Code Remark279 Detail of cost for 2.83 cum

Materials

Stone ballast/agg. 20mm nominal size Cum 2.55 2188.30 5580.17 RMR RateCoarse sand Cum 1.27 1534.70 1949.07

Cement Bags 18.90 305.00 5764.50 UPPWD S.R.

192.84LabourMistri Day 1/10 292.00 29.20

UPPWD S.R.

Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total 15441.77



Sl.No. Description Unit Qty Rate Cost Rate Code RemarkCost of 1:2:4 as per item 279 17657.79

Blacksmith for binding & fixing reinforcement Day 2 260.00 520.00 UPPWD S.R.

L.S. 968.40

L.S. 968.40TOTAL 2456.80Add for water charges-@ 1.50% 36.85Total 2493.65Contractor's profit @ 10.00% 249.36Total 2743.01Rate for 2.83 Cum 17657.79 + 2743.01 20400.80Rate for 2.83 Cum 7208.76

Reference from UPPWD Analysis of rate - 1969, Item No.-284, Page No.-22As in item no. 283 but for slabs.

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkRate as per S.I. 283 7208.76

L.S. 1046.64Contractor's profit @ 10.00% 104.66Rate for One Cum 8360.07

R.C.C. works with cement approved coarse sand 2cm (3/4") gauge approved stone ballast in the proporation 1:1.5:3 ( 1 cement :4.5 aggregate) in slabs excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 20.

Item No.-




Item No.-




Item No.-

Add extra cost of centering and shuttering ={28.25x7208.76/194.50} = 1046.64

Junior EngineerMaintenance Div. No.- 1, CivilP.W.D. Lucknow

Assistant EngineerMaintenance Div. No.- 1, Civil

P.W.D. Lucknow

Executive EngineerMaintenance Div. No.- 1, Civil

P.W.D. Lucknow


Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Stone ballast/agg. 20mm nominal size Cum 0.14 2188.30 306.36 RMR RateCoarse sand Cum 0.07 1534.70 107.43

Cement Bags 4.65 305.00 1418.25 UPPWD S.R.Total 1832.04Add for water charges-@ 1.50% 1004.46 15.07Total 1847.11Contractor's profit @ 10.00% 184.71Rate for 2.83 Cum 2031.82Rate for One Cum 717.96

RATE FOR R.C.C. 1:1.5:3 IN SLAB 8360.07 + 717.96 9078.03 Per Cum

Junior Engineer Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Item No.-

Analysis of Rate


Description Unit Qty Rate Cost Rate Code Remark279 Detail of cost for 2.83 cum

MaterialsStone ballast/agg. 20mm nominal size Cum 2.55 0.00 0.00

RMR RateCoarse sand Cum 1.27 0.00 0.00

Cement Bags 18.90 305.00 5764.50

144.11Labour

Mistri Day 1/10 292.00 29.20Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total 7863.81


Analysis of Rate


Description Unit Qty Rate Cost Rate Code RemarkCost of 1:2:4 as per item 279 8992.33

Blacksmith for binding & fixing reinforcement Day 4 260.00 1040.00TOTAL 10032.33

L.S. 695.52

L.S. 298.08TOTAL 11025.93Add for water charges-@ 1.50% on ### 30.50Total 11056.43

Item

No.-

Cast cement concrete door sills,chaukhats,boundary posts,shelves and similar small works with cement, approved coarse sand, & 2cm.(3/4") gauge approved stone ballast in the proporation 1:2:4 (1 cement:2 coarse sand:4 stone ballast 20 mm size) excluding supply of reinforcement and its bending the same with 24 B.W. G.G.I. binding wire and includuing necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc. required for proper completion of works. Strength of the concrete shall no be less than M- 15.

Item No.-


Sl.No.

UPPWD S.R.


UPPWD S.R.


Item No.-

Cast cement concrete door sills, chaukhats boundry post, shelves and similar small work with cement,approved course sand and 20 mm. Gauge approved stone ballast including its fixing and binding the same with 24 B.W.G. G.I. Binding wire , and including the cost of binding wire , moulds and all other materials, labours and T & P etc. required for completion of the work.

Sl.No.

UPPWD S.R.

Cost of mould & extra cement and labor for floating coat ={35.00x18697.79/504.85} = 1296.27

Cost of centering etc. with extra lobour etc. {15.00x18697.79/504.85} = 555.54

Contractor's profit @ 10.00% 206.41Rate for 2.83 Cum 11262.84Rate for One Cum 3979.80


Detail of cost for 100 cft.

A MaterialsStone ballast/agg. 20mm nominal size Cum 2.55 1914.00 4880.70 Market rateCoarse sand Cum 1.27 1942.00 2466.34 Market rate

Cement Bags 18.90 305.00 5764.50

205.77B Labour

Mistri Day 1/10 292.00 29.20Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total = 15272.51

L.S. 369.44Total B = 15641.95

C Day 4.00 260.00 1040.00Sub Total C = 16681.95

UPPWD S.R.

Add wastage at 2.5% on coarse sand and cement. (2466.34+5764.50 = 205.77)

UPPWD S.R.

T&P and Sundries etc, hire of C.C. Mixer, Lubricant etc. (10.50x15272.51/434.07 = 369.44)

Blacksmith for binding & fixing reinforcement

D L.S. 1208.66

E L.S. 518.00Total 18408.61Add for water charges-@ 1.50% 276.13Total 18684.74Contractor's profit @ 10.00% 1868.47Rate for 100 Cft. 20553.21Rate for One Cum 7262.62

Junior Engineer

Say Rs 7263.00 per cum

Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Cost of mould & extra cement & lobour for floating coat etc. {35.00x16681.95/483.07} = 1208.66


Analysis of Rate


Sl.No. Description Unit Qty Rate Cost Rate Code279 Detail of cost for 2.83 cum

MaterialsStone ballast/agg. 20mm nominal size Cum 2.55 2188.30 5580.17



192.84Labour

Mistri Day 1/10 292.00 29.20

UPPWD S.R.

Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total 15441.77


Analysis of Rate


Sl.No. Description Unit Qty Rate Cost Rate CodeCost of 1:2:4 as per item 279 17657.79

Blacksmith for binding & fixing reinforcement Day 4 260.00 1040.00 UPPWD S.R.TOTAL 18697.79

L.S. 1296.27

L.S. 555.54TOTAL 20549.60Add for water charges-@ 1.50% on 2891.82 43.38Total 20592.98Contractor's profit @ 10.00% 293.52Rate for 2.83 Cum 20886.50Rate for One Cum 7380.39


Cast cement concrete door sills,chaukhats,boundary posts,shelves and similar small works with cement, approved coarse sand, & 2cm.(3/4") gauge approved stone ballast in the proporation 1:1.5:3 excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labour and tools and plants etc required for proper completion of works.

Item No.-




Item No.-

Cast cement concrete door sills, chaukhats boundry post, shelves and similar small work with cement,approved course sand and 20 mm. Gauge approved stone ballast including its fixing and binding the same with 24 B.W.G. G.I. Binding wire , and including the cost of binding wire , moulds and all other materials, labours and T & P etc. required for completion of the work.

Cost of mould & extra cement and labor for floating coat ={35.00x18697.79/504.85} = 1296.27


Item No.-

Sl.No. Description Unit Qty Rate Cost Rate CodeStone ballast/agg. 20mm nominal size Cum 0.14 2188.30 306.36


Cement Bags 4.65 305.00 1418.25 UPPWD S.R.Total 1832.04Add for water charges-@ 1.50% 1004.46 15.07Total 1847.11Contractor's profit @ 10.00% 184.71Rate for 2.83 Cum 2031.82Rate for One Cum 717.96

RATE FOR R.C.C. 1:1.5:3 IN DOOR SILL 7380.39 + 717.96 8098.35 Per Cum


Analysis of Rate


Remark

Analysis of Rate


Remark


Cast cement concrete door sills,chaukhats,boundary posts,shelves and similar small works with cement, approved coarse sand, & 2cm.(3/4") gauge approved stone ballast in the proporation 1:1.5:3 excluding supply of reinforcement and its bending the same with 24 B WG binding wire and necessary centering and shuttering etc, and also including supply of all materials labour and tools and plants etc required for proper completion of works.

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all

Cast cement concrete door sills, chaukhats boundry post, shelves and similar small work with cement,approved course sand and 20 mm. Gauge approved stone ballast including its fixing and binding the same with 24 B.W.G. G.I. Binding wire , and including the cost of binding wire , moulds

Remark


Analysis of Rate


Sl.No. Description Unit Qty Rate Cost279 Detail of cost for 2.83 cum

MaterialsStone ballast/agg. 20mm nominal size Cum 2.55 2188.30 5580.17Coarse sand Cum 1.27 1534.70 1949.07Cement Bags 18.90 305.00 5764.50

192.84LabourMistri Day 1/10 292.00 29.20Mason Day 1/2 260.00 130.00Beldar Day 4.00 170.00 680.00Coolie Day 4.00 170.00 680.00Bhisti Day 2.00 205.00 410.00Blacksmith Day 1/10 260.00 26.00Total 15441.77



Sl.No. Description Unit Qty Rate CostCost of 1:2:4 as per item 279 17657.79

Blacksmith for binding & fixing reinforcement Day 2 260.00 520.00

L.S. 968.40

L.S. 968.40TOTAL 2456.80Add for water charges-@ 1.50% 36.85Total 2493.65Contractor's profit @ 10.00% 249.36Total 2743.01Rate for 2.83 Cum 17657.79 + 2743.01 20400.80

R.C.C. works with cement approved coarse sand 2cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 ( 1 cement :4.5 aggregate) in lintels of doors & windows , excluding supply of reinforcement and its bending the same with 24 BWG binding wire and necessary centering and shuttering etc., and also including supply of all materials, labour, T&P etc. required for proper completion of works.

Item No.-




Item No.-




Rate for 2.83 Cum 7208.76Reference from UPPWD Analysis of rate - 1969, Item No.-289, Page No.-22


Sl.No. Description Unit Qty Rate CostStone ballast/agg. 20mm nominal size Cum 0.14 2188.30 306.36Coarse sand Cum 0.07 1534.70 107.43Cement Bags 4.65 305.00 1418.25Total 1832.04Add for water charges-@ 1.50% 1004.46 15.07Total 1847.11Contractor's profit @ 10.00% 184.71Rate for 2.83 Cum 2031.82Rate for One Cum 717.96

RATE FOR R.C.C. 1:1.5:3 IN LINTEL 7208.76 + 717.96 7926.72


Item No.-

Analysis of Rate


Rate Code Remark

RMR Rate


Rate Code Remark

R.C.C. works with cement approved coarse sand 2cm (3/4") gauge approved stone ballast in the proportion 1:1.5:3 ( 1 cement :4.5 aggregate) in lintels of doors & windows , excluding supply of reinforcement and its bending the same with 24 BWG binding wire and necessary centering and shuttering etc., and also including supply of all materials,

Concrete with 20 mm. gauge approved stone ballast, approved course sand and cement in the proportions of 4:2:1, including supply of all materials,

UPPWD S.R.

UPPWD S.R.

R.C.C work with cement,approved course sand and 20 mm. gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire , and including neccessary centering and shuttering etc. and also including the supply of binding wire , moulds and all other materials, labours and T & P etc. required for

UPPWD S.R.


Rate Code Remark

RMR Rate

Per Cum


UPPWD S.R.

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.9, Page No.-123

Cement Mortar 1:4 (1 cement:4 coarse sand)

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for one cumMaterial :-

Cement Tonne 0.38 6100.00 2318.00Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 RMR RateLabour :-

For measuring, carring depositing and mixing

Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35

Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36 9999Sundries L.S. 13.52 1.76 23.80 9999Cost of One Cum Total = 4173.14

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-13.5.1), Page No.-710

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 10 sqmMaterial :-

Cum 0.172 4173.14 717.78Labour :-Mason Day 0.80 260.00 208.00Coolie Day 0.88 170.00 149.60Bhisti Day 0.99 205.00 202.95Scaffolding & Sundries L.S. 12.61 1.76 22.19 9999

Total = 1300.52Add water charges @ 1% 13.01

Total = 1313.53

131.35Cost of 10 Sqm Total = 1444.88Cost of One Sqm 144.49

Say Rs 144.00

Junior Engineer Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,Civil Maint.Division 1,Civil

P.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Item No.-

(0.268 cum. of cement = 0.38 tonne)Cement required for cement mortar is 26.80%

UPPWD S.R.

UPPWD S.R.

UPPWD S.R.

Item No.-

15 mm Cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80 mm. in girth and finished even and smooth.( 1 Cement :4 coarse sand )

Cement mortar 1:4 (1 cement : 4 coarse sand)

Analysed rate

UPPWD S.R.

Add for contractor's proffit and overheads @10%

per sqm

Rate Analysis






Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35

L.S. 26.91 1.76 47.36 9999Sundries L.S. 13.52 1.76 23.80 9999Cost of One Cum Total = 4966.14





Total = 1451.29


Say Rs 160.00


Item No.-

(0.357 cum. of cement = 0.51 tonne)Cement required for cement mortar is35.70%

UPPWD S.R.

UPPWD S.R.

UPPWD S.R.

Hire and running charges of mechanical mixer

Item No.-



Analysed rate

UPPWD S.R.


per sqm

Rate Analysis

Cement Mortar 1:6 (1 cement: 6 coarse sand)

Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for one cumMaterial :-

Cement Tonne 0.25 6100.00 1525.00 UPPWD S.R.Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 RMR RateLabour :-


Beldar Day 0.75 170.00 127.50 UPPWD S.R.

Bhisti Day 0.07 205.00 14.35 UPPWD S.R.

Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36 9999Sundries L.S. 13.52 1.76 23.80 9999Cost of One Cum Total = 3380.14


Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 10 sqmMaterial :-

Cum 0.172 3380.14 581.38Labour :-Mason Day 0.80 260.00 208.00

UPPWD S.R.Coolie Day 0.88 170.00 149.60Bhisti Day 0.99 205.00 202.95Scaffolding & Sundries L.S. 12.61 1.76 22.19 9999


Total = 1175.77


Say Rs 129.00 per sqm



No.-121

Item No.-

Sl.No.


Item No.-


Sl.No.

Cement mortar 1 : 6 (1 cement: 3 fine sand:3 coarse Sand) Analysed

rate


Rate Analysis



Cement Tonne 0.25 6100.00 1525.00 UPPWD S.R.Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 RMR RateLabour :-

For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50 UPPWD S.R.Bhisti Day 0.07 205.00 14.35 UPPWD S.R.


Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-13.6.1), Page No.-711Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Detail of cost for 10 sqmMaterial :-



Total = 1434.24





No.-121

Item No.-



Item No.-



Analysed rate

UPPWD S.R.


Rate Analysis



Cement Tonne 0.25 6100.00 1525.00 UPPWD S.R.Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 Market rateLabour :-

For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50 UPPWD S.R.Bhisti Day 0.07 205.00 14.35 UPPWD S.R.


Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-13.6.1 + 13.21, Page No.-711Sl.No. Description Unit Qty Rate Cost Rate Code Remark


Cum 0.224 3375.28 756.06

Waterproofing material Kg 1.70 40.00 68.00Labour :-Mason Day 0.94 260.00 244.40Coolie Day 1.02 170.00 173.40Bhisti Day 1.10 205.00 225.50Scaffolding & Sundries L.S. 19.76 1.76 34.78 9999


Total = 1517.16



Junior Engineer Assistant Engineer Ex. Engineer

No.-121

Item No.-



Item No.-

20 mm Cement plaster in single coat on rough side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80 mm. in girth and finished even and smooth.( 1 Cement :4 coarse sand ) including Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.


Analysed rate

UPPWD S.R.

UPPWD S.R.


Maint.Division 1,Civil Maint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Rate Analysis

Reference from UPPWD Analysis of rate - 1969, Item No.-605, Page No.-77Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Detail of cost for 100 Sqft

Material :-

graded brick aggregate 20mm Cum 0.368 2188.30 805.29 Market rate

Coarse sand Cum 0.184 1534.70 282.38 Market rate

Cement Bag 2.75 305.00 838.75Labour :-

Mistri Day 1/8 292.00 36.50Mason Day 1 1/4 260.00 325.00Beldar Day 1 170.00 170.00Coolie Day 3/4 170.00 127.50Bhisti Day 1/4 205.00 51.25Sub Total 2636.68

L.S. 70.10Total 2706.78Add water charges @ 1.5% 40.60

Total = 2747.38Add for contractor's proffit @10% 274.74Cost of 100 Sqft 3022.12

Rate Per Sqm 325.18

Junior Engineer Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,Civil


Item No.-

40mm. thick Cement concret flooring 1:2:4 (1 cement, 2 coarse sand,4 Stone aggregate of size 20 mm nominal size ) laid in one layer finished with floating coat of neat cement and curing complete and including supply of all materials,labour T & P etc.required for proper completion of work

UPPWD S.R.

UPPWD S.R.

Sundries, phanties etc (2636.68x2/75.23 = 70.10)

Maint.Division 1,Civil

Rate Analysis

Reference from UPPWD Analysis of rate - 1969, Item No.-605, Page No.-77Sl.No. Description Unit Qty Rate Cost Rate Code

Detail of cost for 100 Sqft

Material :-

graded brick aggregate 20mm Cum 0.368 2188.30 805.29 Market rate


Cement Bag 2.75 305.00 838.75Water Proofing Compound Kg 2.75 40.00 110.00Labour :-

Mistri Day 1/8 292.00 36.50Mason Day 1 1/4 260.00 325.00Beldar Day 1 170.00 170.00Coolie Day 3/4 170.00 127.50Bhisti Day 1/4 205.00 51.25Sub Total 2746.68Sundries, phanties etc L.S. 2746.68 2/75.23 73.02Total 2819.70Add water charges @ 1.5% 42.30

Total = 2862.00Add for contractor's proffit @10% 286.20Cost of 100 Sqft 3148.20

Rate Per Sqm 338.75



Item No.-

Providing and laying in cement concrete floor of 40mm top of roof 1:2:4 (1cement :2 course sand :4 graded stone aggregate stone grit 20mm size) with waterproofing compound and finished with a flooting coat of neat cement including cost of all material, labour, T&P etc. required for proper completion of work.

UPPWD S.R.

UPPWD S.R.


Rate Analysis

Reference from UPPWD Analysis of rate - 1969, Item No.-605, Page No.-77Remark

Ex. Engineer

P.W.D. Lucknow

Providing and laying in cement concrete floor of 40mm top of roof 1:2:4 (1cement :2 course sand :4 graded stone aggregate stone grit 20mm size) with waterproofing compound and finished with a flooting coat of neat cement including cost of all material,


ANALYSIS OF RATES

N.B.O. No. 14.69

Taking 100.00 sft or 9.29 sqmt

Materials

Stone grit 12.50 nominal size,7.50 cft or 0.212 cum 0.212 Cum @ 1971.90 Rs. 418.04

Coarse sand,3.70 cft or 0.105 cum 0.105 Cum @ 1534.70 Rs. 161.14

Cement (including wastage) 2.03 Bag @ 305.00 Rs. 619.15Labour

1 Mistri 1/8 per day @ 292.00 Rs. 36.50

1 Mason 1 per day @ 260.00 Rs. 260.00

2 Beldar 1/2 per day @ 170.00 Rs. 85.00

3 Coolie 1/2 per day @ 170.00 Rs. 85.00

4 Bhisti 1/4 per day @ 205.00 Rs. 51.25Sub Total 1716.09

5 L.S. 51.11Total 1767.20

Add 1.5% Water Charges Rs. 26.51Rs. 1793.71

Add 10% C.P. on Rs. 1793.71 Rs. 179.37Total Rs. 1973.08

Hence Rate Per sqmt 1973.08 X 10.76 Rs 212.30

100.00


"Certified that above mentioned market rates verified from market and found lowest."

Junior Engineer Assistant Engineer Executive EngineerMaint.Division No.1 Maint.Division No.1 Maint.Division No.1


25 mm cement concrete flooring 1:2:4 (1 cement:2 coarse snad:4 graded stone aggregate stone grit 12.5 mm size) ,laid over base concrete finished with floating coat of neat cement,including supply of all material labour and T&P etc. required for completion of the work.

Sundries (1.50x1716.09/50.36 = 51.11)

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-4.1.3, Page No.-132

Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for one cum

Material :-

Graded Stone aggregate 20mm cum 0.89 2188.30 1947.59 Market rateCoarse sand cum 0.89 1534.70 1365.88 Market rate

Cement Tonne 0.32 6100.00 1952.00 UPPWD S.R.

Labour :-

Mason Day 0.10 260.00 26.00

UPPWD S.R.

Beldar Day 1.63 170.00 277.10Bhisti Day 0.70 205.00 143.50

Day 0.07 800.00 56.00Vibrator (Needle type 40 mm) Day 0.07 300.00 21.00 0012Sundries L.S. 14.30 1.64 23.45 9999


Total = 5870.65

587.06Cost of One Cum 6457.71


Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 10 sqm

Material :-

A cum 0.40 6457.71 2583.08 Analysis rateAdd for delay:

Mason 1 st class Day 0.40 260.00 104.00UPPWD S.R.

Mason 2nd class Day 0.40 235.00 94.00Sundries (Form work etc.) L.S. 1.95 1.76 3.43 9999

Water proofing materials @ 1.0 Kg/bag cement Kg 6.40 44.00 281.60UPPWD S.R.

Total = 3066.12Add Water Charges @ 1% except on A 4.83Total = 3070.95Add CPOH @ 10% except on A 73.18Cost of 10 Sqm 3144.13Cost of per Sqm 314.41

Say Rs 314.00 per Sqm



Item No.-

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Sl.No.

Hire charges of Concrete Mixer 0.25 to 0.40 dcum with Hopper


Item No.-

40 mm thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturer including supply of all material, labour and tools and plants etc, required for proper

Sl.No.

Cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)10x0.040 = 0.40 cum

Rate Analysis


Sl.No. Description Unit Qty Rate Cost RemarkDetail of cost for 100 ft

Material :-

graded brick aggregate 40mm Cum 2.83 950.00 2690.10Fine sand Cum 1.42 450.00 637.20Cement Bag 9.30 305.00 2836.50

Add 2.5% for wastage on cement and sand 86.84Labour :-

Mistri Day 1/8 292.00 36.50Mason Day 1/3 260.00 86.67Beldar Day 3 170.00 510.00Coolie Day 3 170.00 510.00Bhisti Day 1 205.00 205.00Blacksmith Day 1/8 260.00 32.50Sub Total 7631.31

L.S. 388.90Total 8020.21Add water charges @ 1.5% 120.30

Total = 8140.51Add for contractor's proffit @10% 814.05Cost of 100 Cft 8954.56

Rate Per Cum 3161.86

Junior Engineer Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Item No.-

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work upto plinth level 1:4:8 (1 cement:4 Fine sand:8 graded brick aggregate 40mm nominal size)

Rate Code

UPPWD S.R.

UPPWD S.R.

T&P and Sundries etc, Hire of C.C.Mixer, lubricants etc. including wastage if materials at 2.5% (7348.14x11/215.85 = 374.47)


Rate Analysis


Sl.No. Description Unit Qty Rate CostDetail of cost for one cum

Material :-

Stone aggregate 40mm cum 0.89 1755.60 1562.48Coarse sand cum 0.47 1534.70 721.31

Cement Tonne 0.17 6100.00 1037.00Labour :-

Mason Day 0.10 235.00 23.50Beldar Day 1.63 170.00 277.10Bhisti Day 0.70 205.00 143.50

Day 0.07 800.00 56.00Vibrator (Needle type 40 mm) Day 0.07 300.00 21.00Sundries L.S. 13.52 1.64 22.17


Total = 3902.71



Junior Engineer Assistant EngineerMaint.Division 1,Civil Maint.Division 1,Civil

P.W.D. Lucknow P.W.D. Lucknow

Item No.-

Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:l: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm size)

Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper


Rate Analysis


Remark

RMR RATE

0012

9999

Ex. Engineer

P.W.D. Lucknow

Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:l: 1:4:8 (1 cement : 4 coarse

Rate Code

UPPWD S.R.

UPPWD S.R.


Rate Analysis


Sl.No. Description Unit Qty Rate Cost RemarkDetail of cost for one cum

Material :-

Stone aggregate 40mm cum 0.89 1914.00 1703.46

Coarse sand cum 0.47 1942.00 912.74


Mason Ist class Day 0.06 260.00 15.60Mason 2nd class 0.06 235.00 14.10Beldar Day 0.90 170.00 153.00Coolie Day 0.78 170.00 132.60Bhisti Day 0.70 205.00 143.50

Day 0.07 800.00 56.00Vibrator (Needle type 40 mm) Day 0.07 300.00 21.00 0012

Scaffolding L.S. 114.40 1.64 187.62 9999

Sundries L.S. 13.52 1.64 22.17 9999

Day 1.88 170.00 319.60Total = 5023.39

Add water charges @ 1% 50.23Total = 5073.62





Item No.-

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

Rate Code

Market rate

Market rate

UPPWD S.R.

UPPWD S.R.


Coolie Extra labour for lifting.material upto floorlevel = 0.75x2.50 = 1.88

UPPWD S.R.



Rate AnalysisReference from UPPWD Analysis of rate - 1969, Item No.-305+309+310+310(a), Page No.-26/27


Detail of cost for 100 Cft

Material :-Bricks Class 150 Nos 1300 5.00 6500.00 UPPWD S.R.Coarse sand Cum 0.764 1534.70 1172.51 RMR Rate

Cement Bag 5 1/4 305.00 1601.25 UPPWD S.R.

Labour :-Mistri Day 1/6 292.00 48.67

UPPWD S.R.Mason Day 2 260.00 520.00Beldar Day 2 170.00 340.00

Coolie Day 2 170.00 340.00Bhisti Day 1/2 205.00 102.50Sub Total 10624.93T&P etc L.S. 10624.93 0.75/167.93 47.45

A Total 10672.38

Mason Day 1 260.00 260.00UPPWD S.R.

Coolie Day 1 170.00 170.00Scaffolding etc. L.S. 430.00 1.5/8.50 75.88

B Total 505.88

Extra labour in Superstructure for 1brick thickMason Day 1 260.00 260.00

UPPWD S.R.Coolie Day 1 170.00 170.00

C Total 430.00Extra labour in half brick wallMason Day 1/2 260.00 130.00

UPPWD S.R.Coolie Day 1/2 170.00 85.00

D Total 215.00Total A+B+C+D 11823.26Add water charges @ 1.5% 177.35Total 12000.61Add for contractor's proffit @10% 1200.06

Cost of 100 Cft 13200.67Rate Per Cum 4661.16



Item No.-

First Class brick work in 1:4 (1 cement: 4 part of coarse sand 2.25 FM) mortar in super structure including supply of all materials, labour, T&P etc. required for proper completion of the work. wall of half brick 4½" thick.

Extra labour in Superstructure for 1 1/2 brick wall


Rate AnalysisReference from UPPWD Analysis of rate - 1969, Item No.-305, Page No.-26




Cement Bag 5.25 305.00 1601.25 UPPWD S.R.



Coolie Day 2 170.00 340.00Bhisti Day 1/2 205.00 102.50Sub Total 10494.93T&P etc L.S. 10494.93 0.75/152.18 51.72Total 10546.65Add water charges @ 1.5% 158.20Total 10704.85Add for contractor's proffit @10% 1070.49




Item No.-

Class- 150 brick work in 1:4 mortar (1 cement:4 coarse sand) in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion of the work.





Material :-Bricks Class 150 Nos 1300 5.00 6500.00Coarse sand Cum 0.764 1534.70 1172.51

Cement Bag 5.25 305.00 1601.25Labour :-Mistri Day 1/6 292.00 48.67Mason Day 2 260.00 520.00Beldar Day 2 170.00 340.00





Item No.-



Rate Code Remark

UPPWD S.R.RMR Rate

UPPWD S.R.

UPPWD S.R.

Ex. Engineer

P.W.D. Lucknow



Rate AnalysisReference from UPPWD Analysis of rate - 1969, Item No.-305+309+310, Page No.-26/27







Coolie Day 2 170.00 340.00Bhisti Day 1/2 205.00 102.50Sub Total 10624.93

T&P etc L.S. 10624.93 0.75/167.93 47.45

A Total 10672.38



B Total 505.88



C Total 430.00Total A+B+C 11608.26Add water charges @ 1.5% 174.12Total 11782.39Add for contractor's proffit @10% 1178.24




Rate Analysis

Item No.-

First Class brick work in 1:4 (1 cement: 4 part of coarse sand 2.25 FM) mortar in super structure including supply of all materials, labour, T&P etc. required for proper completion of the work. wall of one brick thick











T&P etc L.S. 11312.71 0.75/218.55 38.82A Total 11351.53

Add water charges @ 1.5% 170.27Total 11521.81Add for contractor's proffit @10% 1152.18




Item No.-



Rate AnalysisReference from UPPWD Analysis of rate - 1969, Item No.-306+309+310, Page No.-26/27







Coolie Day 2 170.00 340.00Bhisti Day 1/2 205.00 102.50Sub Total 11312.71T&P etc L.S. 11312.71 0.75/218.55 38.82

A Total 11351.53



B Total 505.88







Item No.-

First Class brick work in 1:3 (1 cement: 3 part of coarse sand 2.25 FM) mortar in super structure including supply of all materials, labour, T&P etc. required for proper completion of the work. wall of one brick thick














Item No.-










T&P etc L.S. 10168.96 0.75/152.18 50.12

A Total 10219.08



B Total 505.88







Item No.-

First Class brick work in 1:6 (1 cement: 6 part of coarse sand 2.25 FM) mortar in super structure including supply of all materials, labour, T&P etc. required for proper completion of the work.


Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate Code

Labour :-

Beldar Day 7.20 170.00 1224.00UPPWD S.R.

Collie Day 6.00 170.00 1020.00Total 2244.00Add water charges @ 1% 22.44Total 2266.44

226.64Cost of 100 Sqm 2493.08

Rate per Sqm 24.93


Item No.-

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed : All Kinds of soil

Details of cost for 100 sqm and average depth 15 cm


Rate Analysis


Remark


Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5

Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 1000 Cft.

Labour :-

Mistry Day 1/8 292.00 36.50

UPPWD S.R.Beldar Day 6 170.00 1020.00Coolie Day 7 170.00 1190.00Blacksmith Day 1/8 260.00 32.50Total 2279.00T&P and Basket etc. L.S. 2279.00 0.75/38.50 44.40 `G.Total 2323.40

Add for contractor's proffit and overheads @10% 232.34Cost of 1000 Cft. 2555.74Hence Rate Per Cum 2555.74 /28.32 90.24



Item No.-

Excavation in foundation in ordinary soil,lome,clay or sand] including lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space beetween the building & the sides of foundation trenches or in to the plinth & removal & disposal of surplus earth as directed by the engineer -in-charge upto a distance of 30m from the foundation trenches.

Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 10 cum

Labour :-

Mate Day 0.20 185.00 37.00UPPWD S.R.Coolie Day 2.50 170.00 425.00

Bhisti Day 0.20 205.00 41.00Total 503.00Add water charges @ 1% 5.03Total = 508.03

50.80Cost of 10 Cum 558.83

Hence Rate Per Cum 55.88



Item No.-

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.


Rate Analysis

Reference from UPPWD Analysis of rate - 1969, Item No.-255, Page No.-14Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Details of cost for 1000 cft

Material :-

Local Sand Cum 28.32 350.00 9912.00 UPPWD S.R.

Labour :-

Beldar Day 3.00 170.00 510.00UPPWD S.R.Coolie Day 5.00 170.00 850.00

Bhisti Day 3/4 205.00 153.75Total 11425.75T&P L.S. 11425.75 0.50/325.43 17.55Total 11443.30

1144.33Cost of 1000 Cft 12587.64

Hence Rate Per Cum 444.64



Item No.-

Sand filling in plinth including supply of necessary sand from a distance not exceeding 8 KM,(5 miles) from the site of the work and including watering, ramming, consolaiting and dressing etc.rate to include cost of all materials,labours and T & P etc required for proper completion of the work.

Add for contractor's proffit @10%

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-15.1, Page No.-827

Sl.No. Description Unit Qty Rate Cost Rate CodeDetails of cost for 1 cum

Labour :-

Beldar Day 0.44 170.00 74.80UPPWD SR

Collie Day 0.37 170.00 62.90sundries L.S. 1.04 1.76 1.83 9999

A 2.00 16.01 32.01

B-1 207.75 UPPWD SR

B-2 Less Loading and Un loading -19.00Total 360.29Add water charges @ 1% Except B 1.72Total 362.01




Item No.-

Demolishing lime concrete manually / by mechanical means and disposal of material up to 4 floor level roof top to ground floor/up to malba bump site by manual labour and then by mechanically out side of city area mean distance up to 12.00 km or as per direction of Engineer-in-Charge.

additional ead of 100 metrebeyond 1st 50 metre already includ

DSR-2012-Item No-1.2.1

Cartage by mechnically transport up to 12 Km

Add for contractor's proffit and overheads @10% Except B

Rate Analysis


Remark


Demolishing lime concrete manually / by mechanical means and disposal of material up to 4 floor level roof top to ground floor/up to malba bump site by manual labour and then by mechanically out side of city area mean distance up to 12.00 km or as per direction of

Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 10 sqm

Material :-

White cement based putty Kg 14.58 29.25 426.47 Market Rate

Labour :-

Mason Day 0.45 260.00 117.00UPPWD S.R.

Beldar Day 0.45 170.00 76.50Scaffolding and sundries L.S. 40.00 1.76 70.40 9999Total 690.37Add water charges @ 1% 6.90Total 697.27

69.73Cost of 15 Sqm 767.00

Rate per Sqm 76.70"Certified that above mentioned market rates verified from market and found lowest."



Item No.-

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

10x0.001x1429 = 14.29kgAdd 2% wastage= 0.29kgTotal = 14.58kgSay 14.58 kg


Rate Analysis



Material :-

Sal wood Cum 0.0453 50000.00 2265.00

Labour :-

Carpenter Mistri Day 1/16 292.00 18.25Carpenter Day 1/2 260.00 130.00Beldar Day 1/4 170.00 42.50Sub Total 2455.75

Sundries 2455.75 1.5/60.46 60.93Total 2516.68Add for contractor's proffit @10% 251.67Cost of 1.5 Cft 2768.34Rate per Cum 65166.83



Item No.-

Supply and fixing Salwood wrought framed and fixed including simple moulding straight work as in Chaukhat frame including supply of all materials, labour, T&P etc. required for proper completion of work.

Take a size of opening as 4' x 7' section of Chaukhat 4" x 3"

Salwood1x18x1/3x1/4 = 1.5 cft wastage 5% = 0.075 cft Total = 1.575 cft say 1.60 cft

DSR 2012-Item-1199

UPPWD S.R.

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-9.27.1.2.1, Page No.-383

DescriptionUnit Qty Rate Cost Rate Code Remark

Details of cost for door shutters 2.00x1.08m = 2.16sqm

Material :-Second class Teak wood

Second class teak wood10 cudm 51.40 604.00 3104.56 UPPWD S.R.

sqm 1.41 230.00 324.30

10 nos 6.00 230.00 138.00

10 nos 2.00 125.00 25.00

Stainless steel screws 40 mm 10100 nos 48.00 195.00 93.60


Labour :-Carpenter Ist class Day 1.30 290.00 377.00

UPPWD S.R.Carpenter Iind class Day 0.90 260.00 234.00

Belder Day 1.05 170.00 178.50

Mistry Day 0.105 292.00 30.66

Sundries L.S. 33.80 1.76 59.49 9999

Total = 4572.71


461.84

Cost of 2.16 sqm 5080.28Rate of 1 Sqm Shutter 2351.98


Item No.-

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters, With ISI marked stainless steel butt hinges of required size Second class teak wood

Sl.No.

Styles 4x200x9.5x3.5cm = 0.0266cum+Top Rail - 1x110.5x9.5x3.5cm = 0.0036cum+Lock and bottom rail 2x110.5x19.7x3.5cm =0.0152 cum.+Beadings -(2x312+2x 150)x( 1.2)x( 1.2)cm = 0.001 cumTotal = 0.0464 cum.+Add for wastage @ 10% = 0.005 cum.Total = 0.0514 cum. Say 51.4 cudm

Wire gauge 2xl60x40cm = 1.28 sqm.+Add wastage @ 10% = 0.13 sqm.Total= 1.41 sqm

Galvanised wire mesh of average width of aperture 1.4 mm and nominal dia of wire0.63 mm

DSR -2012-7029

Stainless steel butt hinges (heavyweight) 10 n100x60x2.5 mm IS : 12817 marked

DSR -2012-8220

Stainless steel butt hinges 50x37x1.5 mm IS:10 12817 marked

DSR -2012-8218

DSR -2012-8211

DSR -2012-8214


Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-9.27.1.2.1, Page No.-383




Second class teak wood10 cudm 51.40 720.00 3700.80

sqm 1.41 230.00 324.30

10 nos 6.00 230.00 138.00

10 nos 2.00 125.00 25.00



Labour :-Carpenter Ist class Day 1.30 290.00 377.00

UPPWD S.R.Carpenter Iind class Day 0.90 260.00 234.00

Belder Day 1.05 170.00 178.50

Mistry Day 0.105 292.00 30.66

Sundries L.S. 33.80 1.76 59.49 9999

Total = 5168.95


522.06



Item No.-

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws : 35 mm thick shutters, With ISI marked stainless steel butt hinges of required size Second class teak wood

Sl.No.

Styles 4x200x9.5x3.5cm = 0.0266cum+Top Rail - 1x110.5x9.5x3.5cm = 0.0036cum+Lock and bottom rail 2x110.5x19.7x3.5cm =0.0152 cum.+Beadings -(2x312+2x 150)x( 1.2)x( 1.2)cm = 0.001 cumTotal = 0.0464 cum.+Add for wastage @ 10% = 0.005 cum.Total = 0.0514 cum. Say 51.4 cudm

DSR -2012-1190

Wire gauge 2xl60x40cm = 1.28 sqm.+Add wastage @ 10% = 0.13 sqm.Total= 1.41 sqm


DSR -2012-7029


DSR -2012-8220


DSR -2012-8218

DSR -2012-8211

DSR -2012-8214


Rate Analysis


Description Unit Qty Rate Cost Rate Code Remark

Take a roof area of 61x32.5 = 1982.50 sft

Cost of sheetSft 2458.00 23.23 57109.67

Hook bolts doz. 34 108.00 3672.00

G.I. Washer doz. 34 3.60 122.40UPPWD S.R.

Bitumen washer doz. 34 3.36 114.24

Sub total = 61018.31

Sundries L.S. 61018.31 30.00/2541.24 720.34

Labour :-

Mistry Day 2 292.00 584.00Carpenter Day 10 260.00 2600.00

UPPWD S.R.Beldar Day 8 170.00 1360.00Total 66282.64Add for contractor's proffit @10% 6628.26Cost of 1982.50 Sft 72910.91

Rate per Sqm 395.72



Item No.-

Supply & fixing Non-Asbestos fibre (high impact poly propelene reinforced) cement corrugated sheet 6 mm thick roofing in position including supply of all materials, labour and T&P etc. required for the proper completion of the work and including wastage.

Sl.No.

2x19nos.x8'x3' = 1051.30 sft 2x19x9'x3'-5 1/2" = 1182.80 sft Wastage at 10% at on 2234.10 = 223.41 sft Total = 2457.51 say = 2458.00 sft

DSR-2012- 0223

DSR-2012- 1023

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for 6 metre

Material :-

uPVC pipes110 mm dia metre 6 215.00 1290.00

uPVC pipes Rubber (Seal) Ring 110 mm dia Each 1 20.00 20.00

Adhesive, and sundries etc. L.S. 8.06 1.76 14.19

Labour :-

Fitter (grade 1) Day 0.23 260 59.80

Beldar Day 0.45 170 76.50

Bandhani Day 0.11 170 18.70

Scaffolding L.S. 18.59 1.76 32.72

Total 1511.90

Add water charges @ 1% 15.12

Total 1527.02

152.70

Cost of 6 metre 1679.73Rate per Metre 279.95

Say Rs 280.00 per Metre



Item No.-

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter


Rate Analysis


Rate Code Remark

UPPWD SR

9999

UPPWD S.R.

9999


Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal

DSR 2012-Item-7191

Rate Analysis



Material :-

Sal wood Cft 2.50 1416.00 3540.00

Wire Gauge Sqft 16.00 21.38 342.08

Labour :-

Mistry Day 1/8 292.00 36.50Carpenter Day 3 260.00 780.00

UPPWD S.R.Beldar Day 1 170.00 170.00Glazer Day 1/4 235.00 58.75Sub Total 4927.33

Sundries (4927.33x1.00/138.56 = 35.56) L.S. 35.56

Total 4962.89Add for contractor's proffit @10% 496.29Cost of 23.62 Sqft 5459.18

Rate per Sqm 2486.91


Item No.-

Supply & fixing of 40 mm thick sal wood door and window shutters with panels of heavy quality galvanised iron wire gauge 2.5 mm or 2 mm or 1.5 mm. (1/10 or 1/12 or 1/16 inch) mesh or any other size with necessary beading, including supplying and fixing of wooden cleats and stops and including fixing and adjustment of hinges bolts locks, handles, spring and/or other fittings, if necessary (Fittings with necesary screws to be supplied departmentaly/ paid for separately)

Sl.No.

Details of door shutter of size 3'6" x 6'9" Area = 23.62 sqft

DSR 2012-Item-1199

Rate Analysis



Material :-

Sal wood Cft 2.50 1416.00 3540.00

Wire Gauge Sqft 16.00 21.38 342.08

Labour :-

Mistry Day 1/8 292.00 36.50

UPPWD S.R.Carpenter Day 3 260.00 780.00

Beldar Day 1 170.00 170.00

Glazer Day 1/4 235.00 58.75

Sub Total 4927.33

Sundries (4927.33x1.00/138.56 = 35.56) L.S. 35.56




Item No.-

Supply & fixing 40 mm thick sall/sheesham fully mosquito proof jali shutterr ,including supply of wooden cleats & stoppers and including fixing & adjustment of hinges, bolts, locks, handles, spring, & other fittings with necerssary scrws but excluding there supply and also including S/O all materials,labour,T & p etc complete

Sl.No.

Details of door shutter of size 3'6" x 6'9" Area = 23.62 sqft

DSR 2012-Item-1199

DSR -2012-7029

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-9.9.1.1, Page No.-363




Second class teak wood10 cudm 58.00 500.00 2900.00 UPPWD S.R.

Plain Glass 3.8 to 4.7 mm thick sqm 1.27 358.00 454.66

10 nos 6.00 230.00 138.00

10 nos 2.00 125.00 25.00



Labour :-Carpenter Iind class Day 1.83 260.00 475.80

Glazer Day 0.23 235.00 54.05

Belder Day 0.77 170.00 130.90

Sundries L.S. 40.43 1.64 66.31 9999

Total = 4345.92


438.94



Item No.-

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked stainless steel butt hinges of required size with necessary screws. Sal/Sheesham wood. 35 mm thick

Sl.No.

Styles : 4x200x9.5x3.5cm = 0.027cum Rails:Top & intermediate rails2x110.5x9.5x3.5cm = 0.008cumLock and bottom rails2x110.5xl9.7x3.5cm = 0.015cumBeadings:2x186.1x1.9x1.2cm = 0.001cum4x 171.70x 1.9x 1.2cm = 0.002cum.Total = 0.053 cum.Add for wastage @ 10% = 0.005cum.Grand Total = 0.058 cum = 58 cudm


DSR -2012-8220


DSR -2012-8218

DSR -2012-8211

DSR -2012-8214


Rate Analysis





Second class teak wood10 cudm 58.00 720.00 4176.00

Plain Glass 3.8 to 4.7 mm thicksqm 1.27 325.00 412.75 UPPWD S.R.

10 nos 6.00 230.00 138.00

10 nos 2.00 125.00 25.00




Glazer Day 0.23 235.00 54.05

Belder Day 0.77 170.00 130.90

Sundries L.S. 40.43 1.76 71.16 9999

Total = 5584.86


564.07



Item No.-

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked stainless steel butt hinges of required size with necessary screws. Second class teak wood. 35 mm thick

Sl.No.

Styles : 4x200x9.5x3.5cm = 0.027cum Rails:Top & intermediate rails2x110.5x9.5x3.5cm = 0.008cumLock and bottom rails2x110.5xl9.7x3.5cm = 0.015cumBeadings:2x186.1x1.9x1.2cm = 0.001cum4x 171.70x 1.9x 1.2cm = 0.002cum.Total = 0.053 cum.Add for wastage @ 10% = 0.005cum.Grand Total = 0.058 cum = 58 cudm

DSR -2012-1190


DSR -2012-8220


DSR -2012-8218

DSR -2012-8211

DSR -2012-8214


Rate Analysis

Item Cement Mortar 1:3 (1 cement:3 coarse sand)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.8, Page No.-122

Sl.No. Description Unit Qty Rate CostDetail of cost for one cumMaterial :-

Cement Tonne 0.51 6100.00 3111.00Carriage of cement Tonne - - -Coarse sand cum 1.07 1534.70 1642.13Labour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50Bhisti Day 0.07 205.00 14.35Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36Sundries L.S. 13.52 1.76 23.80Cost of One Cum Total = 4966.14

Item White cement mortar 1:2 (1 white cement : 2 marble dust)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.15, Page No.-126


White Cement Tonne 0.68 10900.00 7412.00Carriage of cement Tonne - - -

Marble dust/ powder cum 0.95 1000.00 950.00Labour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50Bhisti Day 0.07 205.00 14.35Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36Sundries L.S. 13.52 1.76 23.80Cost of One Cum Total = 8575.01



Details of cost for 1.00 sqm

Material :-


(0.475 cum. of white cement = 0.68 tonne)Cement required for cement mortar is47.50%

Item No.-

Marble work gang saw cut (polished and machine cut) of thickness 16 to 18 mm for wall lining (veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately) Plain white marble Area of slab over 0.50 sqm

Sqm 1.20 1100.00 1320.00

Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 0.0144 4966.14 71.51

Cum 0.0025 8575.01 21.44

Labour :-

Mason Ist class Day 0.67 290.00 194.30Bandhani Day 0.67 235.00 157.45Beldar Day 0.67 170.00 113.90Coolie Day 0.67 170.00 113.90Bhisti Day 0.67 205.00 137.35Mate Day 0.33 260.00 85.80Blacksmith 1 st class da Day 0.27 260.00 70.20Scaffolding L.S. 26.91 1.76 47.36Total 2333.21Add water charges @ 1% 23.33Total 2356.54

Add for contractor's proffit and overheads @10% 235.65Cost of 1 Sqm 2592.20





Sl.No. Description Unit Qty Rate CostDetails of cost for 2.00 sqm

Material :-

Finished work = 1.00sqmAdd for wastage @ 20% = 0.20 sqmTotal = 1.20sqm

Plain white marble (table rubbed and polished) 18 mm thick (slab area morethan 0.50 sqm)

White cement mortar 1:2 (1 white cement:2 marble dust)

Item No.-

Providing and fixing 20 mm thick granite saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1

Mirror polished granite= 2.00 sqmWastage 5% = 0.10sqmTotal = 2.10sqm

Black granite (polished) in big slab 20 mm thick Sqm 2.10 2600.00 5460.00


Labour :-

Mason Ist class Day 2.80 260.00 728.00Beldar Day 1.30 170.00 221.00Coolie Day 1.30 170.00 221.00Moulding and edge polishing L.S. 78.00 1.76 137.28Sundries apoxy resin & cutting machine etc. L.S. 65.00 1.76 114.40Total 7005.65Add water charges @ 1% 70.06Total 7075.71

Add for contractor's proffit and overheads @15% 1061.36Cost of 2 Sqm 8137.07Rate per Sqm 4068.53


Rate Analysis

Cement Mortar 1:3 (1 cement:3 coarse sand)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.8, Page No.-122

Rate Code Remark

UPPWD S.R.

RMR Rate

UPPWD S.R.UPPWD S.R.

99999999

White cement mortar 1:2 (1 white cement : 2 marble dust)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.15, Page No.-126

Rate Code Remark

UPPWD S.R.


99999999


Rate Code Remark

DSR 2012-0784

Marble work gang saw cut (polished and machine cut) of thickness 16 to 18 mm for wall lining (veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately) Plain white marble Area of slab over 0.50 sqm

UPPWD S.R.

Analysed rate

UPPWD S.R.

9999


Rate Code Remark

Providing and fixing 20 mm thick granite saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1

UPPWD S.R.

Analysed rate

UPPWD S.R.

9999

9999

Rate Analysis



Details of door shutter of size 24.75 SqftMaterial :-

Sal wood Cum 0.078 50000.00 3900.00

Plain Glass 3.8 to 4.7 mm thick Sqm 1.68 325.00 546.00 UPPWD S.R.

L.S. 33.05

Labour :-

Mistry Day 1/8 292.00 36.50

UPPWD S.R.Carpenter Day 3 260.00 780.00Beldar Day 1 170.00 170.00Glazer Day 1/4 235.00 58.75Sub Total 5524.30

58.26





Item No.-

Supply & fixing 40 mm thick sall/sheesham fully glazed shutter ,including supply of wooden cleats & stoppers and including fixing & adjustment of hinges, bolts, locks, handles, spring, & other fittings with necerssary scrws but excluding there supply and also including S/O all materials,labour,T & p etc complete

Sl.No.

DSR 2012-Item-1199

Brad and Putty {(3900.00+546.00)x1.00/134.51= 33.05}

Sundries such as glue black Japan, etc. (5524.30x1.75/165.94 = 75.72)

Rate Analysis



Details of door shutter of size 24.75 SqftMaterial :-

Sal wood Cum 0.078 50000.00 3900.00

Plain Glass 3.8 to 4.7 mm thick Sqm 1.73 358.00 619.34 UPPWD S.R.

L.S. 33.60

Labour :-

Mistry Day 1/8 292.00 36.50

UPPWD S.R.Carpenter Day 3 260.00 780.00Beldar Day 1 170.00 170.00Glazer Day 1/4 235.00 58.75Sub Total 5598.19

76.73



Item No.-

Supply & fixing 40 mm thick sal wood fully glazed shutter ,including supply of wooden cleats & stoppers and including fixing & adjustment of hinges, bolts, locks, handles, spring, & other fittings with necerssary scrws but excluding there supply and also including S/O all materials,labour,T & p etc complete (Fittings with necesary screws to be supplied departmentaly/ paid for separately)

Sl.No.

DSR 2012-Item-1199

Brad and Putty {(4233.93+619.34)x1.00/134.51= 36.08}

Sundries such as glue black Japan, etc. (5598.19x1.75/127.68 = 76.73)

Rate AnalysisExtra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.



Details of cost for 10 sqm

Labour :-

Mason Ist class Day 1.95 290.00 565.50Beldar Day 1.40 170.00 238.00Coolie Day 0.75 170.00 127.50Skilled Beldar (for floor rubbing etc.) Day 1.40 175.00 245.00Sundries L.S. 26.91 1.76 47.36Total 1223.36Add water charges @ 1% 12.23Total 1235.60



Item No.-

Rate AnalysisExtra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.

Rate Code Remark

UPPWD S.R.

9999


Rate Analysis


Cement Mortar 1:4 (1 cement: 4 coarse sand 2.25 FM)


Cement Tonne 0.38 6100.00 2318.00 UPPWD S.R.Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 RMR RateLabour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50 UPPWD S.R.Bhisti Day 0.07 205.00 14.35 UPPWD S.R.Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36 9999Sundries L.S. 13.52 1.76 23.80 9999Cost of One Cum Total = 4173.14




Material :-

Sqm 2.10 2600.00 5460.00UPPWD S.R.

Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 0.048 4173.14 200.31 Analysed rate

Labour :-

Mason Ist class Day 2.80 290.00 812.00UPPWD S.R.Beldar Day 1.30 170.00 221.00

Coolie Day 1.30 170.00 221.00Moulding and edge polishing L.S. 78.00 1.76 137.28 9999

Sundries apoxy resin & cutting machine etc. L.S. 65.00 1.76 114.40 9999

Total 7165.99Add water charges @ 1% 71.66Total 7237.65



Item No.-


Item No.-

Providing and fixing 18(+/-2) mm thick granite saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab over 0.50 sqm


Black granite (polished) in big slab 18(+/-2) mm thick

Rate Analysis


l.No. Description Unit Qty Rate CostDetail of cost for one cumMaterial :-







Description Unit Qty Rate Cost


Material :-



Item No.-

Granite work (lakha red) gang saw cut (polished and machine cut) of thickness 18 (+/-2) mm for wall lining (veneer work), backing filled with a grout of 12 mm thick average in cementmortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match themarble shade (To be secured to the backing by means of cramps, which shall bepaid for separately). lakha red (polished) Area of slab over 0.50 sqm

Sl.No.

lakha red (polished) in big slab 18 (+/-2) mm thick Sqm 1.20 3766.00 4519.20


Cum 0.0025 8575.01 21.44

Labour :-


Add for contractor's proffit and overheads @10% 558.77Cost of 1 Sqm 6146.51



Rate Analysis




Mirror polished granite = 1.00sqmAdd for wastage @ 20% = 0.20 sqmTotal = 1.20sqm










Material :-

lakha red (polished) in big slab 18 (+/-2) mm thick Sqm 1.20 3766.00 4519.20


Cum 0.0025 8575.01 21.44

Labour :-



Item No.-


Sl.No.

Mirror polished granite = 1.00sqmAdd for wastage @ 20% = 0.20 sqmTotal = 1.20sqm


Add for contractor's proffit and overheads @10% 558.77Add 1% hindrance on material 46.12Add 10% hindrance on Labour 92.03Cost of Per Sqm 6284.66




Rate Analysis


Rate Code Remark

UPPWD S.R.

RMR Rate


99999999


Rate Code Remark

UPPWD S.R.


99999999


Rate Code Remark

DSR 2012-0784


Market Rate

Analysed rate

UPPWD S.R.

9999


Rate Analysis


Rate Code Remark

UPPWD S.R.

RMR Rate


99999999


Rate Code Remark

UPPWD S.R.


99999999


Rate Code Remark

Market Rate

Analysed rate

UPPWD S.R.

9999

DSR 2012-0784


Rate Analysis



Description Unit Qty Rate CostDetail of cost for one cumMaterial :-

Cement 0.38 6100.00 2318.00

Carriage of cement - - -Coarse sand cum 1.070 1534.70 1642.13Labour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50Bhisti Day 0.07 205.00 14.35Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36Sundries L.S. 13.52 1.76 23.80Cost of One Cum Total = 4173.14




Material :-

lakha red (polished) in big slab 20 mm thick Sqm 2.10 3766.00 7908.60


Labour :-


Item No.-

Sl.No.


Tonne

Tonne

Item No.-

Providing and fixing lakha red (polished) in big slab 18 (+/-2) mm thick,for kitchen platforms,vanity counters,windows sills,facias and similar locations of required size of approved shed,colour,and texture liad over 20 mm thick base cement mortar (1 cement:4 coarse sand) with joined treated with white cement slurry,mixed with pigment to match the shade,including rubbing and polishing complete,

Sl.No.



5341.0 per Sqm



Rate Analysis




Detail of cost for one cum

Material :-

Cement 0.38 6100.00 2318.00

Carriage of cement - - -

Coarse sand cum 1.070 1534.70 1642.13

Labour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35

Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36

Sundries L.S. 13.52 1.76 23.80

Cost of One Cum Total = 4173.14




Material :-

Say Rs

Item No.-

Sl.No.


TonneTonne

Item No.-

Providing and fixing lakha red (polished) in big slab 18 (+/-2) mm thick,for kitchen platforms,vanity counters,windows sills,facias and similar locations of required size of approved shed,colour,and texture liad over 20 mm thick base cement mortar (1 cement:4 coarse sand) with joined treated with white cement slurry,mixed with pigment to match the shade,including rubbing and polishing complete,

Sl.No.

lakha red (polished) in big slab 20 mm thick Sqm 2.10 3329.00 6990.90


Labour :-


Add for contractor's proffit and overheads @10% 878.39Add 1% hindrance on material 71.91Add 10% hindrance on Labour 150.57Cost of 2 Sqm 9884.73


4942.0 per Sqm




Say Rs

Rate Analysis



Rate Code Remark

UPPWD S.R.

RMR Rate


99999999


Rate Code Remark

Market Rate

Analysed rate

UPPWD S.R.

9999

9999

Providing and fixing lakha red (polished) in big slab 18 (+/-2) mm thick,for kitchen platforms,vanity counters,windows sills,facias and similar locations of required size of approved shed,colour,and texture liad over 20 mm thick base cement mortar (1 cement:4 coarse sand) with joined treated with white cement slurry,mixed with pigment to match the


Rate Analysis



Rate Code Remark

UPPWD S.R.

RMR Rate

UPPWD S.R.

UPPWD S.R.

9999

9999


Rate Code Remark

Providing and fixing lakha red (polished) in big slab 18 (+/-2) mm thick,for kitchen platforms,vanity counters,windows sills,facias and similar locations of required size of approved shed,colour,and texture liad over 20 mm thick base cement mortar (1 cement:4 coarse sand) with joined treated with white cement slurry,mixed with pigment to match the

Market Rate

Analysed rate

UPPWD S.R.

9999

9999


Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-17.10.1.3, Page No.-1002

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for one no

Material :-

Each 1 2700 2700.00 UPPWD S.R.

C.I. bracket for wash basin and sinks Pair 1 50 50.00

Cement, sand and grit etc. L.S. 27.04 1.76 47.59 9999

Painting brackets L.S. 27.04 1.76 47.59 9999

P.V.C.waste pipe Each 1 21 21.00

Labour :-


Mason Grade- I Day 0.6 260 156.00

Beldar Day 0.82 170 139.40 UPPWD S.R.

Total 3218.78


Total 3250.97

325.10

Cost of One 3576.07



Item No.-

Supply and fixing of steel kitchen sink 600X450X200 mm with drain board,with C.P.jali,P.V.C.waste pipe,bracket,including supply of all material, labour, T&P etc. for proper completion of work.

steel kitchen sink 600X450X200 mm with drain board

DSR 2012-Item-1309

DSR 2012-Item-7117


Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-17.10.1.3, Page No.-1002

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for one no

Material :-

Each 1 7995 7995.00

C.I. bracket for wash basin and sinks Pair 1 50 50.00

Cement, sand and grit etc. L.S. 27.04 1.76 47.59 9999

Painting brackets L.S. 27.04 1.76 47.59 9999

P.V.C.waste pipe Each 1 21 21.00

Labour :-


Mason Grade- I Day 0.6 260 156.00

Beldar Day 0.82 170 139.40 UPPWD S.R.

Total 8513.78


Total 8598.92

859.89

Cost of One 9458.81



Item No.-

Supply and fixing of steel kitchen sink 1040X510X200 mm with drain board (Nirali make Elegance stain),with C.P.jali,P.V.C.waste pipe,bracket,including supply of all material, labour, T&P etc. for proper completion of work.

steel kitchen sink 600X450X200 mm with drain board

Market Rate (Nirali Popular range Elegance stain)

DSR 2012-Item-1309

DSR 2012-Item-7117


Rate Analysis






Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 sqmMaterial :-

1 Sqm 0.820 534.00 437.88Market rate

1 Vitrified floor tile 60x60 cm Dark shade (DC-4) (20%) Sqm 0.205 885.00 181.42Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 0.024 4173.14 100.16 Analysed rateMortar for pointing in white cement L.S. 3.64 1.76 6.41 9999Cement for slurry over bed @ 3.3 kg per sqm Tonne 0.0033 6100.00 20.13 UPPWD S.R.Labour :-Mason Day 0.20 292.00 58.40

UPPWD S.R.Coolie Day 0.20 170.00 34.00Sundries including carriage of cement etc. L.S. 26.91 1.76 47.36 9999


Total = 894.62Add for contractor's proffit and overheads @10% 89.46

Cost of 1 Sqm 984.08




Item No.-

Sl.No.


Item No.-

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. (size of tiles 600X600mm)

Sl.No.

Vitrified floor tiles 60x60 cm size = 1.00 sqmAdd for wastage & breakage @ 2.5 % = 0.025 sqmTotal = 1.025 sqm

Vitrified floor tile 60x60 cm Lite shade (D1-SR1-4) (80%)

Anlysis of RateReference from Analyses of rates CPWD-2012, Vol-I, Item code-11.49.2 + 11.48.2 with UPPWD SR/Market rates.

Item

Sl.No. Description Unit Quantity Rate


Material :-

1 Vitrified floor tile 60x60 cm Dark shade (DC-4)(20%) Sqm 1.025 885.002 High polymer modified quickset tile per adhesive Kg 16.67 20.003 Polymer based Grout Kg 0.18 60.00

Labour :-

4 Mason 1 st class day 0.28 292.005 Coolie day 0.48 170.006 Sundries including carriage of quick set polymer etc. L.S. 31.91 1.76

Total =7 Add water charges @ 1%

Total =8 Add for CPOH @ 10%

Cost of 1 sqm

Rate per Sqm



Providing and laying Vitrified tiles in floor, dado/skirting with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622 , of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 10 mm thickness, including grouting of joints Grouting the joints of flooring tiles having joints of 3 mm width, using Polymer based grout mix of 0.70 kg of organic coated filler of desired shade, including filling/ grouting and finishing complete as per direction of Engineer-in-charge. Size of Tile 600x600 mm

Vitrified floor tiles 60 x 60 cm size = 1.00 sqm + Add wastage & breakage @ 2.5% = 0.025 sqm, Total = 1.025 sqm


Amount Remark


907.12333.40

10.80

81.7681.6056.16 9999

1470.8514.71

1485.56148.56

1634.11

1634.11




Item code as per

Market rate


Item

Sl.No. Description Unit Quantity Rate Amount Remark


Material :-

1 Vitrified floor tile 60x60 cm Lite shade (D1-SR1-4) (80%) Sqm 0.820 555.00 455.101 Vitrified floor tile 60x60 cm Dark shade (DC-4)(20%) Sqm 0.205 885.00 181.422 High polymer modified quickset tile per adhesive Kg 16.67 20.00 333.403 Polymer based Grout Kg 0.18 60.00 10.80

Labour :-

4 Mason 1 st class day 0.28 292.00 81.765 Coolie day 0.48 170.00 81.606 Sundries including carriage of quick set polymer etc. L.S. 31.91 1.76 56.16 9999

Total = 1200.257 Add water charges @ 1% 12.00

Total = 1212.258 Add for CPOH @ 10% 121.22

Cost of 1 sqm 1333.47





Item code as per

Vitrified floor tiles 60 x 60 cm size = 1.00 sqm + Add wastage & breakage @ 2.5% = 0.025 sqm, Total = 1.025 sqm

Market rate

Rate Analysis






Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 sqmMaterial :-

Ceramic Glazed Tiles 1st quality 300 x 300 mm Sqm 1.025 655.00 671.37 Market RateCement mortar 1:3 (1 cement : 3 coarse sand) Cum 0.024 4173.14 100.16 Analysed rateMortar for pointing in white cement L L.S. 20.20 1.64 33.13 9999Cement for slurry over bed @ 3.3 kg per sqm Tonne 0.0033 6100.00 20.13 UPPWD S.R.Labour :-Mason Day 0.20 292.00 58.40

UPPWD S.R.Coolie Day 0.20 170.00 34.00Sundries including carriage of cement etc. L. L.S. 26.91 1.64 44.13 9999


Total = 970.93Add for contractor's proffit and overheads @10% 97.09Cost of 1 Sqm Total = 1068.03




Item No.-


Item No.-

Providing and laying Ceramic glazed floor rectifited tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

Glazed Ceramic floor tiles 300x300 mm size= 1.00 sqmAdd for wastage & breakage @ 2.5 % = 0.025 sqmTotal = 1.025 sqm

Rate Analysis

Item No.- Cement Mortar 1:3 (1 cement:3 coarse sand)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.8, Page No.-122

Sl.No. Description Unit Qty RateDetail of cost for one cumMaterial :-

Cement Tonne 0.51 6100.00Carriage of cement Tonne - -Coarse sand cum 1.07 1534.70Labour :-For measuring, carring depositing and mixingBeldar Day 0.75 170.00Bhisti Day 0.07 205.00Hire and running charges of mechanical mixer L.S. 26.91 1.76Sundries L.S. 13.52 1.76Cost of One Cum Total =

Item No.-

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-11.36, Page No.-618 Sl.No. Description Unit Qty Rate

Details of cost for 1 sqmMaterial :-

Ceramic Glazed Tiles 1st quality 200 x 300 mm Sqm 1.025 694.00Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 0.014 4966.14Mortar for pointing in white cement L L.S. 40.43 1.76Cement for slurry over bed @ 3.3 kg per sqm Tonne 0.0033 6100.00Labour :-Mason Day 0.25 292.00Coolie Day 0.25 170.00Sundries including carriage of cement etc. L. L.S. 26.91 1.76

Total =Add water charges @ 1%

Total =Add for contractor's proffit and overheads @10%Cost of 1 Sqm


Providing and fixing 1st quality ceramic glazed wall tiles (bell/kajaria/somany)conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 300x450mm

Ceramic Glazed tiles = 1.00 sqmAdd for wastage & breakage @ 2.5 % = 0.025 sqmTotal = 1.025 sqm

Rate Analysis



3111.00 UPPWD S.R.-

1642.13 RMR Rate

127.50 UPPWD S.R.14.35 UPPWD S.R.47.36 999923.80 9999

4966.14

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-11.36, Page No.-618 Cost Rate Code Remark

711.3569.53 Analysed rate71.16 999920.13 UPPWD S.R.

73.00UPPWD S.R.42.50

47.36 99991035.02

10.351045.37

104.541149.91

Providing and fixing 1st quality ceramic glazed wall tiles (bell/kajaria/somany)conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed

Market Rate (Kajaria-300x450

Digital)

Rate Analysis

Item No.- Cement Mortar 1:3 (1 cement:3 coarse sand)Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.8, Page No.-122



Item No.-

Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-11.36, Page No.-618 Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Details of cost for 1 sqmMaterial :-

Ceramic Glazed Tiles 1st quality 200 x 300 mm Sqm 1.025 416.00 426.40 UPPWD S.R.Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 0.014 4961.28 69.46 Analysed rateMortar for pointing in white cement L L.S. 40.43 1.76 71.16 9999Cement for slurry over bed @ 3.3 kg per sqm Tonne 0.0033 6100.00 20.13 UPPWD S.R.Labour :-Mason Day 0.25 292.00 73.00

UPPWD S.R.Coolie Day 0.25 170.00 42.50Sundries including carriage of cement etc. L. L.S. 26.91 1.76 47.36 9999


Total = 757.51Add for contractor's proffit and overheads @10% 75.75Cost of 1 Sqm 833.26



Providing and fixing 1st quality ceramic glazed wall tiles (bell/kajaria/somany)conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. non rectficed ordnary tile.

Ceramic Glazed tiles = 1.00 sqmAdd for wastage & breakage @ 2.5 % = 0.025 sqmTotal = 1.025 sqm

Rate AnalysisReference from CPWD Analysis of rate - 2012, Vol-II, Item No.-16.68, Page No.-967

Sl.No. Description Unit Qty Rate CostDetail of cost for 10 sqmMaterial :-

Sqm 10.00 495.00 4950.00

Cum 0.50 1534.70 767.35

Fine sand (zone IV) Cum 0.15 450.00 67.50Labour :-Mason 1 st class Day 0.50 260.00 130.00Mason 2 st class Day 0.50 235.00 117.50Beldar Day 1.00 170.00 170.00Coolie Day 0.50 170.00 85.00


Total = 6350.22

Add for contractor's proffit and overheads @10% 635.02Cost of 10 Sqm Total = 6985.25

Cost of One Sqm 698.52



Item No.-

Providing and laying 80 mm thick factory made cement concrete interlocking paver block of made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Interlocking C.C. paver block (80 mm thick,)Bedding Layer 50mm thickCoarse sand =10x0.050=0.50 cum

Rate AnalysisReference from CPWD Analysis of rate - 2012, Vol-II, Item No.-16.68, Page No.-967

Rate Code Remark

Market Rate

RMR Rate

UPPWD S.R.

UPPWD S.R.


Providing and laying 80 mm thick factory made cement concrete interlocking paver block of made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Rate Analysis






Sl.No. Description Unit Qty Rate CostDetail of cost for 10 sqmMaterial :-

Sqm 11.00 760.00 8360.00Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 0.224 4173.14 934.78

Tonne 0.088 6100.00 536.80Black colour dark shade pigment Kg 3.08 75.00 231.00Labour :-Mason Day 1.60 260.00 416.00Coolie Day 2.00 170.00 340.00Skilled Beldar (for floor rubbing etc.) Day 1.00 170.00 170.00Bhisti Day 1.00 205.00 205.00Machine for rubbing of floors Day 1.60 280.00 448.00Sundries including carborandum stone etc. L L.S. 161.98 1.76 285.08


Item No.-


Item No.-

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Dark shade pigment using ordinary cement

Chequered terrazzo tiles 22 mm thick (dark shade)including 10% wastage. 11.00 sqm

Ordinary cement for(i) Cement slurry @ 4.4kg/sqm = 44kg+(ii) Grouting = 44 kg.Total = 88kg or 0.088 tonne

Total = 12045.93





Rate Analysis



Rate Code Remark

UPPWD S.R.

RMR Rate


99999999


Rate Code Remark

Market RateAnalysed rate

UPPWD S.R.

UPPWD S.R.

9999

Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Dark shade pigment

Rate Analysis







Nos. 176.00 12.00 2112.00 UPPWD S.R.Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 0.224 4168.28 933.70 Analysed rate

Ordinary cement Tonne 0.088 6100.00 536.80UPPWD S.R.

Black colour dark shade pigment Kg 3.08 75.00 231.00Labour :-Mason Day 1.60 260.00 416.00

UPPWD S.R.

Coolie Day 2.00 170.00 340.00Skilled Beldar (for floor rubbing etc.) Day 1.00 170.00 170.00Bhisti Day 1.00 205.00 205.00Machine for rubbing of floors Day 1.60 280.00 448.00Sundries including carborandum stone etc. L L.S. 161.98 1.76 285.08 9999


Total = 5734.36





Item No.-


Item No.-

Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :Dark shade pigment using ordinary cement

Precast terrazo tiles,22 mm thick white cement (250X250 mm size),including 10% wastage 11.00 sqm or 176 No

Rate Analysis






Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 10 sqmMaterial :-

Sqm 11.50 400.00 4600.00 UPPWD S.R.Cement mortar 1:4 (1 cement : 4 coarse sand) Cum 0.224 4173.14 934.78 Analysed rate

Ordinary cement Tonne 0.064 6100.00 390.40UPPWD S.R.

Black colour dark shade pigment Kg 4.50 75.00 337.50Labour :-Mason Day 1.20 260.00 312.00

UPPWD S.R.

Beldar Day 1.00 170.00 170.00Coolie Day 1.00 170.00 170.00Skilled Beldar (for floor rubbing etc.) Day 5.00 170.00 850.00

Machine for rubbing of floors Day 4.00 280.00 1120.00Sundries L.S. 208.13 1.76 366.31 9999


Total = 9343.50

Add for contractor's proffit and overheads @10% 934.35Cost of 10 Sqm Total = 10277.85Cost of One Sqm 1027.79



Item No.-

Sl.No.


Item No.-

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing cmplete with base of cement mortar 1: 4 (1cement : 4 coarse sand) :25mm thick

Sl.No.

Kota stone slab 25 mm thick (semi-polished)including 15% wastage

Cement for slurry-(i) for bedding = 44kg+(ii) for joints = 20 kg.Total = 64 kg. or 0.064 tonne

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-18.10.1, Page No.-1097

Item No.-

Sl.No. Description Unit QtyDetails of cost for 10 metre

Material :-

G.I. pipes 15 mm dia 15% for fiitings RMT 11.50

White lead, hemp, oil etc L.S. 8.06

Cement, sand and grit etc. L.S. 2.73

Labour :-

Fitter (grade 1)/Plumber Day 0.33

Assistant Fitter/Plumber Day 0.66

Beldar Day 0.66

Total

Add water charges @ 1% except on A

Total

Add for contractor's proffit and overheads @10% except on A

Cost of 10 metreCost of Per metre



Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall, 15 mm dia nominal bore

Rate Analysis


Rate Cost Rate Code Remark

88.20 1014.30 Market Rate

1.76 14.19 9999

1.76 4.80 9999

260 85.80

UPPWD S.R.

220 145.20

170 112.20

1376.49

13.72

1390.21

138.54

1528.75152.87



Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall, 15 mm dia nominal bore

Rate Analysis


Item No.

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 10 metre

Material :-

G.I. pipes 15 mm dia 15% for fiitings RMT 11.50 88.20 1014.30 Market Rate

White lead, hemp, oil etc L.S. 8.06 1.76 14.19 9999

A metre 10.00 4.40 44.00

A metre 10.00 55.52 555.16 Analysed Rate

Labour :-

Fitter (grade 1)/Plumber Day 0.33 260 85.80

UPPWD S.R.

Assistant Fitter/Plumber Day 0.66 220 145.20

Beldar Day 0.66 170 112.20

Total 1970.84

Add water charges @ 1% except on A 13.72

Total 1984.56

Add for contractor's proffit and overheads @10% except on A 138.54

Cost of 10 metre 2123.10Cost of Per metre 212.31



Providing & Fixing GI pipes complete with GI fittings and clamps including making good the walls etc. concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: 15 mm dia nominal bore

Painting G.I. pipe with anti-corrosivebitumastic paint two or more coatsRate as per DSR- 2012-Item Number 18.40.1 of SH:Water supply

DSR 2012-Item-18.40.1

Making chases upto 7.5x7.5cm in walls andmaking good the same

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetail of cost for one cum

Material :-

cum 0.70 2188.30 1531.81

cum 0.24 1971.90 473.26Coarse sand cum 0.47 1534.70 721.31


Mason Ist class Day 0.06 260.00 15.60Mason 2nd class 0.06 235.00 14.10Beldar Day 0.90 170.00 153.00Coolie Day 0.78 170.00 132.60Bhisti Day 0.70 205.00 143.50

Day 0.07 800.00 56.00Vibrator (Needle type 40 mm) Day 0.07 300.00 21.00Scaffolding L.S. 114.40 1.76 201.34Sundries L.S. 13.52 1.76 23.80

Day 1.88 170.00 319.60Total = 5148.91






Item No.-

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excludingthe cost of centering, shuttering and finishing 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Stone Aggregate (Single size) : 20 mmnominal size

Stone Aggregate (Single size) : 10 mmnominal size


Coolie Extra labour for lifting.material upto floorlevel = 0.75x2.50 = 1.88


Rate Analysis


Remark

RMR Rate

0012

9999

9999

Ex. Engineer

P.W.D. Lucknow

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchorblocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excludingthe cost of centering, shuttering and finishing 1:3:6 (1 cement : 3 coarse sand : 6 graded

Rate Code

UPPWD S.R.

UPPWD S.R.

UPPWD S.R.


Rate Analysis

Item No.-

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-18.78, Page No.-1218Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Details of cost for 10 metre

Material :-

Labour for making chases

Mason 1 st class Day 0.25 260 65.00

UPPWD S.R.Mason 2nd class Day 0.25 235 58.75

Beldar Day 1 170 170.00

A Cum 0.04 5720.00 228.80 Analysed rate

Total 522.55

Add water charges @ 1% except on A 2.94

Total 525.49

Add for contractor's proffit and overheads @10% except on A 29.67

Cost of 10 metre 555.16Cost of Per metre 55.52

Making chases up to 7.5x7.5 cm in walls including making good and finishingwith matching surface after housing G.I. pipe etc.

Cement concrete 1:3:6 (1 cement: 3 coarsesand : 6 graded stone aggregate 20 mmnominal size)0.075x0.075x10 m = 0.05625 cumLes 33% for pipe etc. = (-) 0.01856 cum= 0.03769 cum Say 0.04 cum

Junior EngineerMaint. Division-1, CivilUP PWD, Lucknow

Assistant EngineerMaint. Division-1, Civil

UP PWD, Lucknow

Ex. EngineerMaint. Division-1, Civil

UP PWD, Lucknow

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-17.18.1/18.53.1/18.21.1.1, Page No.-1008/1170/1112

Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for one noMaterial :-

Each 1.00 695.00 695.00 UPPWD S.R.

C.P. Brass angle valve 15 mm Each 1.00 422.00 422.00 Market Rate

Unplasticised P.V.C. connection pipe Each 1.00 45.00 45.00 UPPWD S.R.Labour :-Fitter (grade 1 Day 0.125 235.00 29.38

UPPWD S.R.Beldar Day 0.125 170.00 21.25Carriage and fixing changes for angle valve L.S. 11.31 1.76 19.91 9999Carriage of materials and fixing charges L.S. 12.22 1.76 21.51 9999


Total = 1266.58

Add for contractor's proffit and overheads @10% 126.66

Cost of One No. Total = 1393.24




Item No.-

Supply and fixing of P.V.C low level cistern with all internal fittings M.S. bracket P.V.C. Connection C.P. angle valve 15mm dia, brass ball cock complete including suplly of all material, labour, T&P etc. required for proper completion of the work.

Sl.No.

Flushing Cistern P.V.C. 10 litre capacity (lowevel ) (White) ( with fittings, accessories andflush pipe)

Junior EngineerMaint. Division-1, CivilUP PWD, Lucknow

Assistant EngineerMaint. Division-1, Civil

UP PWD, Lucknow

Ex. EngineerMaint. Division-1, Civil

UP PWD, Lucknow

Rate Analysis

Reference from CPWD Analysis of rate - 2012, Vol-II, Item No.-17.18.1/18.53.1/18.21.1.1, Page No.-1008/1170/1112


Each 1.00 1545.00 1545.00 Market Rate


Unplasticised P.V.C. connection pipe Each 1.00 45.00 45.00 UPPWD S.R.Labour :-Fitter (grade 1 Day 0.125 235.00 29.38

UPPWD S.R.Beldar Day 0.125 170.00 21.25Carriage and fixing changes for angle valve L.S. 11.31 1.76 19.91 9999Carriage of materials and fixing charges L.S. 12.22 1.76 21.51 9999


Total = 2304.86






Item No.-

Supply and fixing of P.V.C low level cistern (Paryware/Cera/Johnson make) with all internal fittings M.S. bracket P.V.C. Connection C.P. angle valve 15mm dia, brass ball cock complete including suplly of all material, labour, T&P etc. required for proper completion of the work.

Sl.No.

Flushing Cistern P.V.C. 10 litre capacity (lowevel ) (White) ( with fittings, accessories andflush pipe)

Rate Analysis



wash basin 22"x16" Each 1.00 580.00 580.00 UPPWD S.R.

15 mm C.P . brass tap Each 1.00 434.00 434.00 UPPWD S.R.

C.P . brass waste 32 mm Each 1.00 58.00 58.00 UPPWD S.R.

PVC Waste Pipe 32mm Each 1.00 33.00 33.00 UPPWD S.R.


C.I. bracket for wash basin and sinks Pair 1.00 50.00 50.00 UPPWD S.R.Red lead, white lead and gasket L.S. 16.12 1.76 28.37 9999Cement, sand and grit etc. L.S. 13.39 1.76 23.57 9999Painting of brackets, fittings etc. L.S. 26.91 1.76 47.36 9999Labour :-Fitter (grade 1 Day 0.330 235.00 77.55

UPPWD S.R.Mason 2n Grade Day 0.330 235.00 77.55Beldar Day 0.670 170.00 113.90


Total = 1964.75






Item No.-

Supply and fixing of White Glazed earthen ware wash hand basin with C.P. jali, angle valve, PVC waste pipe,pillar cock,bracket etc complete including supply of all materials,Labours,T & P etc.required for proper completion of the work (22"X16" size)

Sl.No.

Rate Analysis



wash basin 22"x16" Each 1.00 1270.00 1270.00

Market RatePedestal Each 1.00 1035.00 1035.00

15 mm C.P . brass Piller Cock Long Neck Each 1.00 875.00 875.00

C.P. Brass angle valve 15 mm Each 1.00 600.00 600.00

C.P . brass waste 32 mm Each 1.00 58.00 58.00 UPPWD S.R.

PVC Waste Pipe 32mm Each 1.00 33.00 33.00 UPPWD S.R.

C.I. bracket for wash basin and sinks Pair 1.00 50.00 50.00 UPPWD S.R.Red lead, white lead and gasket L.S. 16.12 1.76 28.37 9999Cement, sand and grit etc. L.S. 13.39 1.76 23.57 9999Painting of brackets, fittings etc. L.S. 26.91 1.76 47.36 9999Labour :-Fitter (grade 1 Day 0.330 235.00 77.55

UPPWD S.R.Mason 2n Grade Day 0.330 235.00 77.55Beldar Day 0.670 170.00 113.90


Total = 4332.19






Item No.-

Supply and fixing of White Glazed earthen ware wash hand basin with pedestal (Paryware/Cera/Johnson make) with C.P. jali, angle valve, PVC waste pipe,C.P . brass Piller Cock Long Neck,bracket etc complete including supply of all materials,Labours,T & P etc.required for proper completion of the work (22"X16" size)

Sl.No.

Rate Analysis



Material :-

MS Sheet 1mm thick Kg 49.74 62.50 3108.63 UPPWD S.R.

Gusset Plate Kg 16.08 44.00 707.52 UPPWD S.R.

Angle Iron Kg 93.56 44.00 4116.64 UPPWD S.R.

Each 4.00 110.00 440.00

Hooks Each 2.00 30.00 60.00

Sub Total 8432.79

L.S. 293.47

L.S. 183.42

L.S. 366.83Labour :-

labour Fitter Day 2.000 170.00 340.00

UPPWD S.R.Blacksmith Day 7.000 260.00 1820.00Mason Day 1/8 260.00 32.50Beldar Day 2.000 170.00 340.00Mazdoor Day 3.000 170.00 510.00

Sub Total 12319.00

L.S. 220.55Total = 12539.56

Add for contractor's proffit and overheads @10% 1253.96Cost of 5.76 Sqm Total = 13793.51Rate per Sqm 2394.71




Item No.-

Supply & Fixing 1 mm thick M.S.sheet Garrage door with frame of 40X40X6 mm thick M.S.gusset plate at the junction and corners including supply and fixing of necessary fittings,lock rail of 15" length oxidised iron ,pintels,hooks at the top,including cost of all materials, labour, T&P etc. complete

Sl.No.

Details of cost of a double lift door size 2.40x2.40m = 5.76 Sqm

Pintels including bolt & nuts & fitting in Position

DSR-2012-1222

DSR-2012-1019

Locking Arrangement & handles etc. (8.00x8432.79/229.88 = 293.47)

Cement Concrete (5.00x8432.79/229.88 = 293.47)

Rivets (10.00x8432.79/229.88 = 293.47)

Sundries (6.00x12319.00/335.13 = 220.55)

Rate Analysis


Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 2.2 sqmMaterial :-

Sqm 2.20 1320.00 2904.00 market rate

Add Wastage 10% 290.40

Mtr 4.40 35.00 154.00

screws 25 mm 100 Nos 125.00 30.00 37.50 UPPWD S.R.Labour :-Carpentar Day 0.550 260.00 143.00

UPPWD S.R.Beldar Day 0.550 170.00 93.50Total = 3622.40


Add for contractor's proffit and overheads @15% 548.79Cost of 2.20 sqm Total = 4207.42Rate per Sqm 1912.46




Item No.-

S/F of 25 mm thick flush door shutter one side laminated ,including supply of all materials, labour, T&P etc. required for proper completion of work.

Sl.No.

25 mm thick flush door shutter one side laminated

Fittings for a door 2.2x1.0m = 2.20 sqmNickel plated bright finished mild steel mepiano hinges 1 mm thick 25 mm wide

DSR-2012-0608

Rate AnalysisReference from UPPWD Analysis of rate Brick Bata Coba Treatment- 2009, Item No.-1, Page No.-12


Detail of cost for 10 Sqm

i) Cement Slury


ii) Cement mortar 1:5 (1cement : 5coarse sand) Cum 0.224 3746.14 839.13 Analysed rate

iii)Materials :Bricks bats/brick aggregate Cum 0.94 850.00 799.00 Market rate

Cement mortar 1:5 (1cement : 5coarse sand) Cum 0.50 3746.14 1873.07 Analysed rateLabour :Beldar Day 1.75 170.00 297.50

UPPWD S.R.

Bhisti Day 0.28 205.00 57.40Mason Ist class Day 0.05 260.00 13.00Mason IInd class Day 0.05 235.00 11.75Mat Day 0.04 185.00 7.40Extra Labour for ramming :Beldar Day 0.25 170.00 42.50 UPPWD S.R.Sundries L.S. 13.65 1.64 22.39 9999

iv) Cement Slury :

Cement Tonne 0.028 6100.00 170.80UPPWD S.R.

Beldar Day 0.2 170.00 34.00

v) Sqm 10.00 188.00 1880.00 Analysed ratevi) Waterproofing compound Kg 5.00 40.00 200.00 UPPWD S.R.

Extra for making chequers for 10

Fibre glass tissue reinforcement type II grade I Sqm 10.50 65.00 682.50 DSR 2012-7233

Mason IInd class Day 0.36 235.00 84.60UPPWD S.R.

Beldar Day 0.36 170.00 61.20chequer Plate L.S. 13.65 1.64 22.39 9999Add labour for laying 20mm bed

Mason IInd class Day 0.54 235.00 126.90UPPWD S.R.Beldar Day 0.54 170.00 91.80

Bhisti Day 0.45 205.00 92.25Total 7580.37

49.14Total 7629.52

574.95

Cost of 10 Sqm 8204.47Rate Per Sqm 820.45

Say Rs 820 per Sqm

Item No.-

Providing and laying "brick coba" 12 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other , over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerclic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm X 30 cm and side wall parapet shall be mono tythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonary Coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, laboure, T & P etc. complete for proper completion of work.

Roof Treanment with brick bats and cement mortar

20mm cement Plaster 1:4 (1cement : 4 coarse sand)

Add water charges @ 1% on all except labour charges and (V)

Add for contractor's proffit and OH @10% on all except (V)

Rate Analysis

Cement Mortar 1:5 (1 cement : 5 coarse sand)




Carriage of cement Tonne - - -Coarse sand cum 1.070 1534.70 1642.13 RMR Rate

Labour :-


Beldar Day 0.75 170.00 127.50 UPPWD S.R.

Bhisti Day 0.07 205.00 14.35 UPPWD S.R.

Hire and running charges of mechanical mixer L.S. 26.91 1.76 47.36 9999

Sundries L.S. 13.52 1.76 23.80 9999

Cost of One Cum Total = 3746.14


Item No.-

Sl.No.

(0.214cum. of cement = 0.31 tonne)Cement required for cement mortar is21.40%

Rate Analysis


Reference from CPWD Analysis of rate - 2012, Vol-I, Item No.-3.9, Page No.-123Sl.No. Description Unit Qty Rate Cost Rate Code Remark

Detail of cost for one cumMaterial :-



Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35






Total = 1613.65





Item No.-


UPPWD S.R.

UPPWD S.R.

UPPWD S.R.


Item No.-



Analysed rate

UPPWD S.R.


Rate Analysis






Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35




Cum 0.224 4168.28 933.70



Total = 1696.67





Item No.-


UPPWD S.R.

UPPWD S.R.

UPPWD S.R.


Item No.-



Analysed rate

UPPWD S.R.

UPPWD S.R.


Rate Analysis






Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35






Total = 1793.06



P.W.D. Lucknow P.W.D. Lucknow P.W.D. LucknowRate Analysis

Item No.-


UPPWD S.R.

UPPWD S.R.

UPPWD S.R.


Item No.-



Analysed rate

UPPWD S.R.







Beldar Day 0.75 170.00 127.50

Bhisti Day 0.07 205.00 14.35




Cum 0.224 4961.28 1111.33



Total = 1875.98




Item No.-


UPPWD S.R.

UPPWD S.R.

UPPWD S.R.


Item No.-



Analysed rate

UPPWD S.R.

UPPWD S.R.





A Removing of loose materials Beldar Day 1.00 170.00 170.00

UPPWD S.R.Bhisti Day 0.06 205.00 12.30

Bstone aggregates Cum 0.24 1971.90 473.26 Market rate


Coarse sand Cum 0.11 1534.70 168.82 Market rateConcrete bond-101 Kg 3.04 150.00 456.00 Market rateChicken mess sqm 10.00 50.00 500.00 UPPWD S.R.Add wastage 2.5% on cement and C-sand 27.40Foreman/mistry Day 0.10 292.00 29.20

UPPWD S.R.

Mason Day 0.90 260.00 234.00Beldar Day 0.90 170.00 153.00

Coolie Day 0.90 170.00 153.00

Bhisti/waterman Day 0.90 205.00 184.50

C

Kg 10.00 260.00 2600.00 Market rate

Mason (skilled) Day 1.00 260.00 260.00UPPWD S.R.

Beldar Day 1.00 170.00 170.00

D



Kg 2.7 150.00 405.00Market rate

Add wastage 2.5% on cement and C-sand 31.71Foreman Day 0.45 292.00 131.40

UPPWD S.R.

Mason (skilled) Day 0.90 260.00 234.00Beldar Day 1.35 170.00 229.50

Coolie Day 0.90 170.00 153.00

Bhisti/waterman Day 0.90 205.00 184.50Total 9156.35Add for contractor's proffit and OH @10% 915.64



Item No.-

Providing and laying water proofing on lime concrete roof by way of ferro concrete method detail as under:- (a) Removing of bitu-felt, 25mm cement concrete/20mm cement mortar/25mm loose lime concrete & gola etc. (b) Making up with 25mm thick cement concrete 1:2:4 (12.5 mm stone aggregate) admixed with concrete bond-101/chembond/warrior-W-4, or equivalent polymer based bonding materials, one kg per bag of cement. (c) applying doncrete-A&B/Roof coat-AR/ Supercrete-SB (IS: 13435, Part-3), or equivalent polymer based coating (coating (two pack system) @ 400gm/sqm, second layer @ 600gm/sqm by brush. (d) Protective layer of 20mm thick cement: coarse sand (1:4) with power loom (G.I.) chicken mesh and admixed with concrete bond-101/chembond/warrior-Warrior-W-4, or equivalent polymer based bonding materials one kg per bag of cement, finishing the surface with neat cement and making of 9300 X 300)mm square. The entire treatment will be taken up to 30cm on parapet wall.

Sl.No.

25mm C.C.(1:2:4) with 12.5mm concrete bond-101& chicken mesh

Application of Doncrete A & B/Roofcoat-AR/Supercrete SB or equivalentDoncrete A & B/Roofcoat-AR/Supercrete SB or equivalent

20mm thick C.M. (1:4) mixed concrete Bond-101/Chembond/warrior-W-4 or equivalent with neat cement finishing

Concrete Bond-101/Chembond/warrior-W-4 or equivalent




Material:-

Tonne 0.012 6100.00 73.20UPPWD S.R.

Kg 5.00 150.01 750.07 DSR-2012-8501Labours:-

UPPWD S.R.Mason Day 2.00 260.00 520.00Beldar Day 2.00 170.00 340.00

Bhisti/waterman Day 0.25 205.00 51.25Sundries, brushes etc. L.S. 15.60 1.76 27.46 9999Total 1761.97Add water charges @ 1% 17.62

Total = 1779.59Add for contractor's proffit and OH @10% 177.96



Junior Engineer Assistant Engineer Ex. EngineerMaint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow P.W.D. Lucknow

Item

No.-

Providing and laying water proofing treatment in sunkn portion of W.Cs, Bathroom etc, by applying cement slury mixed with waterproofing cement compound consisting of applying: (a) First layer of slurry of cement @ 0.488kg/sqm mixed with waterproofing cement compound @ 0.253kg/sqm. this layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm. mixed with waterproofing cement compound @ 0.126kg/sqm. this layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. the rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Sl.No.

Cement 10x(0.488+0.242)=7.30 kg Seailing fillests 10x0.5kg=5.00kg Total = 12.30 kg = 0.012 Tonne

Bonding material 1.60kgx30x2= 96 kg Bitumen(Blown/Residual type) 10x(0.25+0.125) = 3.79 kg Sealing 10x0.10kg/sqm = 1.00 kg Wastage @5% on 4.79kg = 0.24kg Total = 5.03 kg say 5.00 kg Polymer modified cementation coating


Rate Analysis

Reference from UPPWD Analysis of rate watersupply and sanitary - 1975, Item No.-314, Page No.-24

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 1 No

Material :-

W.C. Pan size 580 mm No. 1.00 900.00 900.00

L.S. 9.00

L.S. 31.50

100 mm S.C.I. trap with vent heel No. 1.00 363.81 363.81Labour :-

Fitter Day 1/2 235.00 117.50Mason Day 1/4 260.00 65.00Beldar Day 1/2 170.00 85.00Sub Total 1571.81Add for contractor's proffit @10% 157.18Rate per No. 1728.99

Say Rs 1729.00 per No



Item No.-

Providing and fixing Indian type glazed earthen ware W.C. pan (Indian make) of approved quality size 580mm Orisa pan with 100 mm Sand Cast Iron P or S trap, including supply of all materials, labour and T&P etc for the proper completion of the work including removal of old pan etc. if so required.

UPPWD S.R.

Cement and sand etc. (900.00x1.00/100)

Base Concrete 1:4:8 (900.00x3.50/100)

DSR-2012-1896

UPPWD S.R.


Rate Analysis

Reference from UPPWD Analysis of rate watersupply and sanitary - 1975, Item No.-314, Page No.-24

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetail of cost for 1 No

Material :-

W.C. Pan size 580 mm No. 1.00 1375.00 1375.00Market Rate

L.S. 13.75

L.S. 48.13

100 mm S.C.I. P-trap No. 1.00 733.00 733.00 Market Rate

Labour :-

Fitter Day 1/2 235.00 117.50Mason Day 1/4 260.00 65.00Beldar Day 1/2 170.00 85.00Sub Total 2437.38Add for contractor's proffit @10% 243.74Rate per No. 2681.11




Item No.-

Providing and fixing Indian type glazed earthen ware W.C. pan (Paryware/CERA/Johnson Make) of approved quality size 580mm Orisa pan with 100 mm Sand Cast Iron P or S trap, including supply of all materials, labour and T&P etc for the proper completion of the work including removal of old pan etc. if so required.

Cement and sand etc. (900.00x1.00/100)

Base Concrete 1:4:8 (900.00x3.50/100)

UPPWD S.R.


Rate Analysis

Reference from CPWD Analysis of rate -2012, Item No.-17.2.1, Page No.-986

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 pan

Material :-

No. 1.00 495.00 495.00

No. 1.00 750.00 750.00

No. 1.00 695.00 695.00

Cement, sand and grit etc L.S. 26.91 1.76 47.36 9999

Labour :-

Fitter Day 1.25 235.00 293.75Mason Day 1/2 260.00 130.00Beldar Day 1 170.00 170.00Sub Total 2581.11Add water charges @ 1% 25.81

Total = 2606.92

Add for contractor's proffit @10% 260.69Rate per No. 2867.61




Item No.-

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid

White plastic seat (solid) with lid C.P . Brass hinges and rubber buffers

UPPWD S.R.

Vitreous china pedestal type water closet Pan 580 mm dia

Flushing Cistern P.V.C. 10 litre capacity (low level) (White) (with fittings, accessories and flush pipe)

UPPWD S.R.

Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 pan

Material :-

No. 1.00 700.00 700.00

Market RateNo. 1.00 2450.00 2450.00

No. 1.00 1595.00 1595.00

L.S. 62.79 1.76 110.51 9999

No. 1.00 31.89 31.89

Plugs, screws etc L.S. 13.52 1.76 23.80 9999

Red lead, white lead and gasket L.S. 16.12 1.76 28.37 9999


Labour :-

Fitter Day 1 235.00 235.00Mason Day 1 260.00 260.00Beldar Day 1 170.00 170.00Sub Total 5651.93Add water charges @ 1% 56.52

Total = 5708.45




Item No.-

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern (Paryware/CERA/Johnson Make) & C.P. flush bend with fittings & C.l.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: W.C. pan with ISI marked white solid plastic seat and lid

White plastic seat (solid) with lid C.P . Brass hinges and rubber buffers

Vitreous china pedestal type water closet Pan 580 mm dia

Vitreous china 10 litres low level cistern with fittings

Overflow arrangement and specials foroveflow pipe

Mosquito proof coupling of approveddesign

DSR-2012-1350

UPPWD S.R.

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for one no.

Material :-

No. 1.00 2915.00 2915.00

No. 1.00 578.79 578.79

No. 1.00 283.49 283.49

No. 1.00 186.63 186.63

Red lead, white lead and gasket L.S. 17.55 1.76 30.89Cement, sand and grit etc. L.S. 26.91 1.76 47.36Painting of fittings etc. L.S. 26.00 1.76 45.76Carriage of materials L.S. 40.43 1.76 71.16Labour :-

Fitter (grade 1) Day 1.75 235.00 411.25Mason 1 st class Day 2 260.00 520.00Beldar Day 4 170.00 680.00Sub Total 5770.33Add water charges @ 1% 57.70

Total = 5828.03




Item No.-

Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm (Paryware/CERA/Johnson Make) with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall urinal with 5 litre PVC. automatic flushing cistern

White vitreous china clay half stall urinal flat back 580x380x350 mm or angle back450x375x350 mm with waste fittings as per IS: 2556

P.V.C. automatic flushing cistern 5 litrecapacity

Flush pipe with union spreaders and clamps all in C.P. brass for single stall

C.I. trap for standard urinal with vent armwith operating and other couplings in C.P.brass: 50 mm dia

Rate Analysis


Rate Code Remark

Market Rate

7359

1532

1891

9999

9999

9999

9999


Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm (Paryware/CERA/Johnson Make) with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: Single half stall

UPPWD S.R.

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for one no

Material :-

C.P. Brass bibcock 15 mm No. 1.00 850.00 850.00

Carriage of materials and fixing charges L.S. 16.25 1.76 28.60Sub Total 878.60Add water charges @ 1% 8.79

Total = 887.39





Item No.-

Providing and fixing C.P. brass long nose bib cock of Jaquar or Equivalent quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore

Rate Analysis


Rate Code Remark

Market Rate

9999


Providing and fixing C.P. brass long nose bib cock of Jaquar or Equivalent quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for one no

Material :-

C.P. Brass bibcock 15 mm No. 1.00 625.00 625.00


Total = 651.82





Item No.-

Providing and fixing C.P. brass bib cock of Jaquar or Equivalent quality conforming to IS:8931. 15 mm nominal bore

Rate Analysis


Rate Code Remark

Market Rate

9999


Providing and fixing C.P. brass bib cock of Jaquar or Equivalent quality conforming to IS:8931.

Rate Analysis

Reference from CPWD Analysis of rate -2012, Item No.-17.60.1.2, Page No.-1050

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 No

Material :-

No. 1.00 310.66 310.66


Labour :-

Mason Ist class Day 1/2 260.00 130.00Beldar Day 1/2 170.00 85.00Sub Total 549.45Add water charges @ 1% 5.49

Total = 554.95





Item No.-

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729

100 mm S.C.I. trap with 100 mm inlet and100 mm outlet

DSR-2012-1857

Rate Analysis



Material :-

No. 1.00 597.00 597.00


Labour :-


Total = 844.15





Item No.-

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729 ( 100x100 Nahani Trap 6.5 kg)


Market Rate Neco Price

list

Rate Analysis



Material :-

No. 1.00 233.88 233.88


Labour :-


Total = 477.40




Item No.-

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS: 1729


DSR-2012-1898

Rate Analysis



Material :-

No. 1.00 577.00 577.00


Labour :-


Total = 823.95




Item No.-

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 75 mm outlet Sand Cast Iron S&S as per IS: 1729 ( 100x75 Nahani Trap 5.8 kg)



list

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for 1 No

Material :-

No. 1.00 912.00 912.00

No. 1.00 16.54 16.54


Total = 961.62




Item No.-

Providing and fixing double equal junction of required degree with access door, Insertion rubber washer 3mm thick, bolts and nuts complete:100x100x100x100 mm Sand cast iron S&S as per IS - 1729

S.C.I. double equal junctions100x100x100x100 mm dia with access door including cost of bolts and nuts

Rubber insertions for 100 mm dia pipe joints 3 mm thick

Rate Analysis


Rate Code Remark

1374

9999


Providing and fixing double equal junction of required degree with access door, Insertion rubber washer 3mm thick, bolts and nuts complete:100x100x100x100 mm Sand cast iron S&S as per IS


list

Rate Analysis



Material :-

S.C.I. plain bend 100 mm dia No. 1.00 426.00 426.00


Total = 454.29




Item No.-

Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS -1729

Rate Analysis


Rate Code Remark

9999


Providing and fixing plain bend of required degree. 100 mm dia Sand cast iron S&S as per IS -


list

Rate Analysis



Material :-

No. 1.00 506.00 506.00

No. 1.00 16.54 16.54


Total = 551.80




Item No.-

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia Sand cast iron S&S as per IS - 1729

S.C.I. bend with access door 100 mm diaincluding cost of bolts and nuts

Rubber insertions for 100 mm dia pipe joints

Rate Analysis


Rate Code Remark

1374

9999


Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia Sand cast iron S&S as per IS - 1729


list

Rate Analysis



Material :-

No. 10.50 1479.00 15529.50

Scaffolding L.S. 80.73 1.76 142.08Labour :-Fitter (grade 1) Day 0.42 260.00 109.20Bandhani Day 0.21 235.00 49.35Beldar Day 0.83 170.00 141.10Sub Total 15971.23Add water charges @ 1% 159.71

Total = 16130.95

Add for contractor's proffit @10% 1613.09Cost of 17.37 metre 17744.04Cost of 1 metre 1021.53



Item No.-

Providing and fixing soil, waste and vent pipes: 100 mm dia Sand cast iron S&S pipe as per IS: 1729

Details of cost for 17.37m(1.8mx10)-(9x0.07m) = 17.37 m

S.C. I. soil, waste and vent single socketedpipe 1.80 metres long: 100 mm dia

Rate Analysis


Rate Code Remark

9999


Providing and fixing soil, waste and vent pipes: 100 mm dia Sand cast iron S&S pipe as per IS:


list

UPPWD S.R.

Rate Analysis

Reference from CPWD Analysis of rate -2012, Item No.-24.5, Page No.-1437

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkDetails of cost for 1 Cum

Material :-

Cum 1.00 800.00 800.00 S.R

Labour :-

Beldar Day 0.25 170.00 42.50 S.R.Sundries L.S. 1.00 1.76 1.76 9999Sub Total 844.26Add water charges @ 1% 8.44

Total = 852.70




Item No.-

Supplying, filling, Brick-bats of O.B.B./Class-150, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Brick-bats of O.B.B./Class-150 including carriage

Rate Analysis



Material :-

Sqm 1.69 230.00 388.70

Flats up to 10 mm in thickness quintal 0.0184 4750.00 87.40

Labour :-Blacksmith 2nd class Day 0.17 260.00 44.20

Carpenter Iind class Day 0.17 260.00 44.20

Belder Day 0.06 170.00 10.20

Sundries L.S. 19.76 1.76 34.78 9999

Total = 609.48


61.56

Cost of 1.54 sqm 677.13Rate of 1 Sqm 439.69


Item No.-

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides

Sl.No.

Details of cost for a window shutter1.40x1.10=1.54 sqm

Wire gauze 1.40x1.10=1.54 sqmAdd wastage @ 10 %=0.15 sqmTotal=1.69 sqm.


DSR -2012-7029

M.S. Flat 15x3=2x(1.40+1.10)=5.0 metreAdd wastage @ 5%=0.25 mTotal=5.25 [email protected]/m=1.84 kg

UPPWD S.R.

UPPWD S.R.


Rate Analysis



Material :-

Sqm 1.69 897.72 1517.14

Flats up to 10 mm in thickness quintal 0.0184 4750.00 87.40

Labour :-Blacksmith 2nd class Day 0.17 260.00 44.20

Carpenter Iind class Day 0.17 260.00 44.20

Belder Day 0.06 170.00 10.20

Sundries L.S. 19.76 1.76 34.78 9999

Total = 1737.92


175.53



Item No.-

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides

Sl.No.

Details of cost for a window shutter1.40x1.10=1.54 sqm

Wire gauze 1.40x1.10=1.54 sqmAdd wastage @ 10 %=0.15 sqmTotal=1.69 sqm.

Stainless steel wire guage (Grade-304) saperture 1.4 mm and 0.50 mm dia wire

DSR -2012-8737

M.S. Flat 15x3=2x(1.40+1.10)=5.0 metreAdd wastage @ 5%=0.25 mTotal=5.25 [email protected]/m=1.84 kg

UPPWD S.R.

UPPWD S.R.


Rate Analysis



Material :-

Sqm 1.69 271.68 459.14

Sal wood in planks 10 cudm 6.0000 500.00 300.00


Belder Day 0.25 170.00 42.50

Sundries L.S. 19.76 1.76 34.78 9999

Total = 922.21


93.14



Item No.-

Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With Sal wood beading 62X19 mm

Sl.No.

Details of cost for a window of size140x110cm = 1.54sqm.

Wire gauge -20x60mm mesh 3.2mm wide =1.4x1.1 m = 1.54sqm.+Add wastage @ 10% = 0.15sqm.Total = 1.69 sqm


DSR -2012-7029

Sal wood beading5mx62mmx19mm = 0.0059cum.+Add wastage @ 10% = 0.00059cumTotal = 0.00649cum. Say 6 cudm

DSR -2012-1199

UPPWD S.R.


Rate Analysis



Material :-

Sqm 1.69 897.72 1517.14

Sal wood in planks 10 cudm 6.0000 500.00 300.00


Belder Day 0.25 170.00 42.50

Sundries L.S. 19.76 1.76 34.78 9999

Total = 1980.22


200.00



Item No.-

Providing and fixing fly proof Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture in both directions to windows and clerestory windows all complete. With Sal wood beading 62X19 mm

Sl.No.

Details of cost for a window of size140x110cm = 1.54sqm.

Wire gauge -20x60mm mesh 3.2mm wide =1.4x1.1 m = 1.54sqm.+Add wastage @ 10% = 0.15sqm.Total = 1.69 sqm

Stainless steel wire guage (Grade-304) saperture 1.4 mm and 0.50 mm dia wire

DSR -2012-8737

Sal wood beading5mx62mmx19mm = 0.0059cum.+Add wastage @ 10% = 0.00059cumTotal = 0.00649cum. Say 6 cudm

DSR -2012-1199

UPPWD S.R.


Rate Analysis502

Unit =Per Qtls

(A ) Materials :

Cost of steel Per qtl 0.508 qtl Rs 4750.00 Rs 2413.00

Wastages 2.5% on steel Per qtl 0.0127 qtl Rs 4750.00 Rs 60.33

Total Rs 2473.33

(B) Labour :

Black smith Per day 1.00 no. Rs 260.00 Rs 260.00

Hammer man Per day 1.00 no. Rs 170.00 Rs 170.00

Coolies Per day 1.00 no. Rs 170.00 Rs 170.00

Total Rs 600.00

Coal & T & P etc. (2473.33+600.00)x0.75/64.07 Rs 35.98

Total Rs 3109.30

Contractor s profit @ 10% Rs 310.93

Total Rs 3420.23

Rate for 0.51 Qtls Rs 3420.23


Say Rs 67.30 Per Kg

Mild steel or iron work of small sizes and sections and such as holding down bolts, hold fasts, tie rods ,gratings etc. ( when not incuded in an over all rates ) wrought to required form, including supply of steel ,bolts, nuts and wastages etc. and their fixing required for completion of the work.

Rate Analysis503

Unit =Per Qtls

(A ) Materials :

Cost of steel Per qtl 0.508 qtl Rs 4600.00

Wastages 2.5% on steel Per qtl 0.0127 qtl Rs 4600.00

Total

(B) Labour :

Black smith Per day 1.00 no. Rs 260.00

Hammer man Per day 1.00 no. Rs 170.00

Rivetter Per day 0.25 no. Rs 270.00

Coolies Per day 1.00 no. Rs 170.00

Total

Coal & T & P etc. (2473.33+667.50)x0.75/71.82

Hoisting & welding (2473.33+667.50)x4.5/71.82

Total

Contractor s profit @ 10%

Total



Say Rs 71.17

Mild steel or iron work in heavy sizes such as trusses, builts up gates, door frames ,records racks roof work ,gates etc. wrought to required form, including drilling holes, rivetting or welding where necessary, and also including supply of steel ,bolts, nuts and wastages etc. and their fixing required for completion of the work.

Rate Analysis

Rs 2336.80

Rs 58.42

Rs 2395.22

Rs 260.00

Rs 170.00

Rs 67.50

Rs 170.00

Rs 667.50

Rs 31.98

Rs 191.90

Rs 3286.60

Rs 328.66

Rs 3615.26

Per Kg.

Mild steel or iron work in heavy sizes such as trusses, builts up gates, door frames ,records racks roof work ,gates etc. wrought to required form, including drilling holes, rivetting or welding where necessary, and also including supply of steel ,bolts, nuts and wastages etc. and their fixing required for completion of the

Rate Analysis504

Unit =Per Qtls

(A ) Materials :

Cost of steel Per qtl 0.508 qtl Rs 4600.00 Rs 2336.80Wastages 5% on steel Per qtl 0.0254 qtl Rs 4600.00 Rs 116.84

Total Rs 2453.64

(B) Labour :

Black smith Per day 1.00 no. Rs 260.00 Rs 260.00Coolies Per day 1.50 no. Rs 170.00 Rs 255.00

Total Rs 515.00

T & P etc. (2533.65+515.00)x0.40/62.59 Rs 4.04Total Rs 2972.68

Contractor s profit @ 10% Rs 297.27Total Rs 3269.95

Rate for 0.508 Qtls Rs 3269.95 Rs 3269.95


Say Rs 64.37 Per Kg

HYSD or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates ) wrought to required shape as necessary including bending , and also including supply of steel and wastages and overlapping and hookes required for completion of the work.

Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for 100 sqm

Material :-

Sqm 105.00 1112.00 116760.00

each 29.50 237.00 6991.50

each 13.50 231.00 3118.50

each 147.00 79.20 11642.40

each 147.00 39.60 5821.20Hanger rod 2.68 mm thick each 72.00 25.00 1800.00Adjustment clip each 72.00 31.00 2232.00Anchor fastener M6 each 72.00 12.00 864.00Vertical Hanger each 72.00 8.00 576.00Total 149805.60Add VAT and SAT @ 14% 20972.78Total 170778.38

each 100.00 0.65 64.97

Item No.-

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight false ceiling tiles (Armstrong Mineral Fiber Acoustical Suspended Ceiling with Optra Pebble/Pearl TEG/BEV TEG Tile 600x600x15 mm module) of approved texture spintone/cosmos / Hexa or equivalent in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 15x38 mm made from 0.30 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 15x38 mm made out of 0.30 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T'of length 600 mm and size 15 x38 mm made of 0.30 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x19X3000 mm made of 0.27 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges ceiling tiles of approved texture (Spintone / Cosmos/ hexa) in the grid, including, cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using Vertical Hanger fixed to ceiling with Anchor fastener M6, 2.68 mm G.I. adjustable rods with galvanised steel level clips, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The False ceiling tile shall have NRC. value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity<0.043 w/m 0 KC. The Tile & Grid system used together should carry a 15 year warrantee.

Armstrong OPTRA-PEBBLE / Pearl(white) TEG/BEW TEG CEILING 600x600x15mm Area = 100 sqm +Add 5% wastage = 5 sqmTotal = 105 sqm

Galvanised Steel main Tee ceiling section eaSize 15x38x0.30 mm (3 metre long)

Galvanised Steel perimeter wall Angle Size 24 x 19 x 0.27 mm (3.00 metre long)

Galvanised Steel intermediate cross T section Size 38 x 15 x 0.30 mm (1.2 metre long)

Galvanised Steel intermediate cross T easection Size 38 x 15 x 0.30 mm ( 0.6 metrelong)

Wooden screws with plastic rawl plugs 35x8mm

Sundries L.S. 310.70 1.76 546.83Labour :-

Carpenter 1 st class Day 28.00 290.00 8120.00Beldar Day 23.00 170.00 3910.00


Total = 185254.38

18525.44Cost of 100 sqm 203779.82Cost of 1 sqm 2037.80





Rate Analysis


Rate Code Remark

Market Rate

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight false ceiling tiles (Armstrong Mineral Fiber Acoustical Suspended Ceiling with Optra Pebble/Pearl TEG/BEV TEG Tile 600x600x15 mm module) of approved texture spintone/cosmos / Hexa or equivalent in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 15x38 mm made from 0.30 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 15x38 mm made out of 0.30 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T'of length 600 mm and size 15 x38 mm made of 0.30 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x19X3000 mm made of 0.27 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges ceiling tiles of approved texture (Spintone / Cosmos/ hexa) in the grid, including, cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using Vertical Hanger fixed to ceiling with Anchor fastener M6, 2.68 mm G.I. adjustable rods with galvanised steel level clips, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The False ceiling tile shall have NRC. value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity<0.043 w/m 0 KC. The Tile & Grid system used

DSR 2012- 8595

9999

Ex. Engineer

P.W.D. Lucknow

UPPWD S.R.


Rate Analysis


Sl.No. Description Unit Qty Rate CostDetails of cost for 100 sqm

Material :-

Sqm 105.00 755.00 79275.00

each 29.50 237.00 6991.50

each 13.50 231.00 3118.50

each 147.00 79.20 11642.40

each 147.00 39.60 5821.20Hanger rod 2.68 mm thick each 72.00 25.00 1800.00Adjustment clip each 72.00 31.00 2232.00Anchor fastener M6 each 72.00 12.00 864.00Vertical Hanger each 72.00 8.00 576.00Total 112320.60Add VAT and SAT @ 14% 15724.88Total 128045.48

each 100.00 0.65 64.97Sundries L.S. 310.70 1.76 546.83

Item No.-

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight false ceiling tiles (Armstrong Mineral Fiber Acoustical Suspended Ceiling with Dune Max RH99 BEV TEG Tile 600x600x20 mm module) of approved texture spintone/cosmos / Hexa or equivalent in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 15x38 mm made from 0.30 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 15x38 mm made out of 0.30 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T'of length 600 mm and size 15 x38 mm made of 0.30 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x19X3000 mm made of 0.27 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges ceiling tiles of approved texture (Spintone / Cosmos/ hexa) in the grid, including, cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using Vertical Hanger fixed to ceiling with Anchor fastener M6, 2.68 mm G.I. adjustable rods with galvanised steel level clips, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The False ceiling tile shall have NRC. value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity<0.043 w/m 0 KC. The Tile & Grid system used together should carry a 15 year warrantee.

Armstrong Dune Max RH99 BEV TEG Tile 600x600x20mm Area = 100 sqm +Add 5% wastage = 5 sqmTotal = 105 sqm

Galvanised Steel main Tee ceiling section eaSize 15x38x0.30 mm (3 metre long)

Galvanised Steel perimeter wall Angle Size 24 x 19 x 0.27 mm (3.00 metre long)

Galvanised Steel intermediate cross T section Size 38 x 15 x 0.30 mm (1.2 metre long)

Galvanised Steel intermediate cross T easection Size 38 x 15 x 0.30 mm ( 0.6 metrelong)

Wooden screws with plastic rawl plugs 35x8mm

Labour :-

Carpenter 1 st class Day 28.00 290.00 8120.00Beldar Day 23.00 170.00 3910.00


Total = 142094.16

14209.42Cost of 100 sqm 156303.57Cost of 1 sqm 1563.04





Rate Analysis


Rate Code Remark

Market Rate

9999

Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight false ceiling tiles (Armstrong Mineral Fiber Acoustical Suspended Ceiling with Dune Max RH99 BEV TEG Tile 600x600x20 mm module) of approved texture spintone/cosmos / Hexa or equivalent in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main 'T' runner suitably spaced at joints to get required length and of size 15x38 mm made from 0.30 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross "T" of size 15x38 mm made out of 0.30 mm (Minimum) sheet, 1200 mm long spaced between main'T' at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross 'T'of length 600 mm and size 15 x38 mm made of 0.30 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x19X3000 mm made of 0.27 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges ceiling tiles of approved texture (Spintone / Cosmos/ hexa) in the grid, including, cutting/ making opening for services like diffusers, grills,light fittings, fixtures, smoke detectors etc., wherever required. Main 'T' runners to be suspended from ceiling using Vertical Hanger fixed to ceiling with Anchor fastener M6, 2.68 mm G.I. adjustable rods with galvanised steel level clips, spaced at 1200 mm centre to centre along main 'T', bottom exposed with 24 mm of all T-sections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by engineer-in-charge. Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/opening (cut outs) having area less than 0.30 sqm.The False ceiling tile shall have NRC. value of 0.50(Minimum), light reflection > 85%, non - combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity<0.043 w/m 0 KC. The Tile & Grid system used

DSR 2012- 8595

Ex. Engineer

P.W.D. Lucknow

UPPWD S.R.


Rate Analysis

Sl.No. Description Unit Qty RateDetails of cost 3'-0" x 6'-6" = 19.50 sft. Or 1.81 Sqm.

Material :-

Kg 14.93 248.05

Sqm 1.07 850.47

Sqm 0.92 531.54Anodised Aluminium butt hinges 100x75x4 Nos 4.00 59.06Neoprene/EPDM rubber gasket Mtr 18.29 29.53Anodised Aluminium hanging type door stopper Nos 1.00 24.81Aluminium round shape handle (anodised AC 15) Nos 2.00 57.88100 mm mortice lock with 6 levers for aluminium door Nos 1.00 366.17Hire charges of drilling machine L.S.Aluminium Screws adaessive L.S.Labour :-

High skilled labour /Carpenter Ist class Day 6.22 290.00

Semi skilled labour /Beldar Day 6.22 170.00

Total =Add water charges @ 1%

Total =Add for contractor's proffit and overheads @10%Cost of 1.81 sqmCost of 1 sqm


Junior Engineer Assistant Engineer

Item No.-

Providing fitting, Fixing of Aluminium door with OEL anodized Aluminium door section of 9202 (Hindalco) as vertical member, 9201 (Hindalco) as top member and 9200 (Hindalco) as bottom and middle member and 5.5mm thick plain glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame by means of taped clip no.-4660 (Hindalco) and the frame to be completed by means of jointing angle No. 1855 (Hindalco) including all fixing of hinges, door stopper, mortice lock, aluminium round handels, cost of labour, T&P, Hire charges of drilling machine, labour charges etc.complete. but excluding cost of hydraulic floor spring.

Al. Section No 9201 0.91 m @ 1.296Kg/M = 1.18 Kg Al. Section No 9202 3.96 m @ 1.255Kg/M = 4.97 Kg Al. Section No 9200 1.83 m @ 1.974Kg/M = 3.61 Kg Al. Section No 4660 15.24 m @ 0.167Kg/M = 2.55 Kg Al. Ang. Sec. No 1855 2.44 m @ 0.517Kg/M = 1.26 Kg Total = 13.57 Kg Add Wastage 10% = 1.36 Kg Total = 14.93 Kg

12mm thick Prelaminated Novapan Board - 1x3'-6"x3'-0" = 10.50Westage 10% 1.05 11.55 Sft or 1.07 Sqm

5.50mm black glass 1x3'-0"x3'-0" 9.00Westage 10% 0.90 9.90 Sft or 0.92 Sqm

Maint.Division 1,Civil Maint.Division 1,CivilP.W.D. Lucknow P.W.D. Lucknow

Rate Analysis


3703.44 2704

910.00

7480

489.022407

236.24 689

540.11 7390

24.81 2459

115.76 8663

366.17 8716

50.00100.00

1803.801057.409396.75

93.979490.72

949.0710439.79

5767.84

per sqm

Ex. Engineer

Providing fitting, Fixing of Aluminium door with OEL anodized Aluminium door section of 9202 (Hindalco) as vertical member, 9201 (Hindalco) as top member and 9200 (Hindalco) as bottom and middle member and 5.5mm thick plain glass in top portion with 12mm thick pre-laminated board in bottom portion fixed on door frame by means of taped clip no.-4660 (Hindalco) and the frame to be completed by means of jointing angle No. 1855 (Hindalco) including all fixing of hinges, door stopper, mortice lock, aluminium round handels, cost of labour, T&P, Hire charges of drilling machine, labour charges etc.complete. but excluding cost of hydraulic floor spring.

UPPWD S.R.

P.W.D. Lucknow


Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate CodeDetails of cost for 10 sqm

Material :-

Multi surface paint litre 1.43 341.00 487.63 Market Rate

Exterior primer Kg 2.20 47.25 103.95 0809

Labour :-

Painter Day 0.60 260.00 156.00UPPWD S.R.Coolie Day 0.30 170.00 51.00

Bhisti Day 0.05 205.00 10.25Brushes, sand paper etc. L.S. 7.02 1.76 12.36 9999Sundries L.S. 8.06 1.76 14.19 9999Total 835.37Add water charges @ 1% 8.35Total 843.72

84.37Cost of 10 Sqm 928.09




Item No.-

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)


Rate Analysis


Remark



Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming

Rate Analysis


Sl.No. Description Unit Qty Rate Cost Rate CodeDetails of cost for 10 sqm

Material :-

Textured exterior paint litre 3.28 341.00 1118.48 Market Rate

Exterior primer Kg 2.20 47.25 103.95 0809

Labour :-

Painter Day 0.60 260.00 156.00UPPWD S.R.Coolie Day 0.30 170.00 51.00

Bhisti Day 0.05 205.00 10.25Brushes, sand paper etc. L.S. 7.02 1.76 12.36 9999Sundries L.S. 8.06 1.76 14.19 9999Total 1466.22Add water charges @ 1% 14.66Total 1480.88

148.09Cost of 10 Sqm 1628.97




Item No.-

Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm


Rate Analysis


Remark



Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20

Rate Analysis



Material :-

Cum 1.00 1683.70 1683.70 RMR Rate

Labour :-

Beldar Day 0.25 170.00 42.50 SR Rate

Sundries L.S. 1.00 1.76 1.76 9999Total 1727.96Add water charges @ 1% 17.28Total 1745.24

174.52Rate per Sqm 1919.76



Item No.-

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Boulder 50 mm to 200 mmincluding carriage


Rate Analysis


Remark


Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of

Rate Analysis



Material :-

Cum 1.00 1683.70 1683.70 RMR Rate

Labour :-



174.52Rate per Sqm 1919.76



Item No.-

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Gravel 5 mm to 10 mmincluding carriage


Rate Analysis


Remark


Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete

Rate Analysis



Material :-

Cum 1.00 1683.70 1683.70 RMR Rate

Labour :-



174.52Rate per Sqm 1919.76



Item No.-

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mmin recharge pit, in required thickness over gravel layer, for all leads & lifts, allcomplete as per direction of Engineer –in-charge.

Gravel 1.5 mm to 2 mmincluding carriage


Rate Analysis


Remark


Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mmin recharge pit, in required thickness over gravel layer, for all leads & lifts, all

Rate Analysis

Sl.No. Description Unit Qty Rate Cost Rate Code RemarkAS Per CFS Fiberglass specification (Annexure -1)


Material :-

Polyester Resin Kg 2.500 115.00 287.50

Market RateFiberglass mat Kg 0.600 130.00 78.00

Catalyst 2% Kg 0.050 250.00 12.50

Accelater 2% Kg 0.012 250.00 3.00

Total 381.00

Add VAT @ 5% 19.05

Labour :-

Mason Ist class Day 0.30 292.00 87.60UPPWD S.R.Coolie Day 0.30 170.00 51.00

Beldar Day 0.30 170.00 51.00Extra labour Collie Day 3.00 170.00 510.00Brushes/Roller L.S. 20.00Sundries L.S. 50.00Total 1169.65Add water charges @ 1% 11.70Total 1181.35

118.13Add 1% hindrance on material 4.00Add 10% hindrance on Labour 69.96Rate per Sqm 1373.44




Item No.-

Water proofing of roof top with resin , fiber and hardener of two types (Titras and insulator) as per prescribed pross after proper cleanimng the surface before treatment as per direction of E/I including cost of all materials, Labour, T&P etc. complete.

MATERIALSOnce the new deck has been formed you will need the following.Resin: allow 1.5kg/m2 for 450g fi breglass or 2 kg/m2 for 600g fi breglass.Topcoat: allow 0.5kg/m2. Fibreglass: Emulsion bound chopped strand mat (CSM). The minimum should be a single layer of 450g or for a heavier laminate a single layer of 600g mat.You will also need Acetone, which is the solvent for the resin.Catalyst or hardener along with a safety dispenser.Brushes, consolidation rollers and application rollers.Trims: You will need to form the edge detail with variouspreformed edge trims


analysis 2013

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