NAME OF WORK-Construction of pcc road rising with water drainage facility in CJM COURT CAMPUS.

NIT NO- E-TENDER……12……../2026-27

BILL OF QUANTITY BOQ AMOUNT BID PROCESSING FEE SALT TAX

Group No 3 UPTO 70 LAKH 1140 1000 140

NAME OF WORK-Construction of pcc road rising with water drainage facility in CJM COURT CAMPUS.

BOQ Amount : Rs 6012353 UPTO 50,000 250 ABOVE 3.5 CR 17100 15000 2100

Cost of BOQ : Rs 10000.00 UPTO 2,50,000 500

Earnest Money : Rs 120300.00 UPTO 500000 750

Bid processing Fee Rs As per Eproc2 UPTO 10 LAKH 1250

Time of Completion : UPTO 15 LAKH 2500

Sr.No. Ref. No. Of SOR Item of Work Quantity Unit Rate (Rs. Per Unit) Amount (Rs.) UPTO 50 LAKH 5000

1 15.3 DISMENTLING of RCC by mechanical means including disposal of material within 50 metre lead:1:3:6 or richer mix 0 cum 1411.2 0.00 ABOVE 50 LAKH 10000

2 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead:1:3:6 or richer mix 0 cum 970.9 0

3 15.7.4 Demolishing brickwork including stacking of servicable materials and disposal of unservicable material within 50 metre lead. 0 cum 823.7 0

4 15.8.4 Removing mortar from bricks and cleaning bricks including stacking ……………….. 0 cum 2706.20 0.00

5 2.25 pumping out water caused by mains aur drain and the likedry for work for 6 days 0 kl 128.64 0.00

6 B.C.D 2.8.1 Earth work in excavation of foundation trenches or drains (not exceeding 1.5m in width or 10 sqm. or plan) including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated earth and disposal of surface excavated soil as directed with a lead of 50m. 249.08 cum 360.70 89843.00

7 B.C.D. 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming, consolidating and dressing complete. 18.45 cum 287.30 5300.69

8 B.C.D. (11.72) Providing designation 100A brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification & direction of E/I. 123 sqm 283.30 34846.00

Deduction for usable bricks 0 nos -5.13 0.00

9 B.C.D 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of cantering, shuttering all work up to plinth (1:1.5:3) 18.45 cum 3998.10 73765.00

10 B.C.D 16.42 Providing and laying in position cement concrete of specified grade excluding the cost of cantering, shuttering all work up to plinth (1:1.5:3) 0 cum 4649.00 0.00

11 B.C.D. 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of cantering, shuttering, finishing and reinforce all work up to plinth level. (1:1.5:3) 72.27 cum 4688.30 338823.00

12 B.C.D. 5.22.7B Reinforcement for RCC work including straightening , cutting, bending, placing in position and biding all complete job. 5781.6 KG 92.60 535376.00

13 B.C.D. 5.22.7B P/L non pressure NP4 CLASS rcc pipe 900 mm dia 0 mt 6366.90 0.00

14 B.C.D. 2.26 Back filling behind wall of drain complete sandy earth/local sand 43.05 cum 287.30 12368.00 55.01 5.57

15 B.C.D. 5.9.1 Centering & shuttering including strutting propping etc and removal of from work for foundations,footings bases columns 553.5 sqm 211.60 117121.00

16 1019 MS STEEL HOOKS 420 each 42.39 17804.00

17 19.34 Providing MS SW intercepting traps including fixing in the manhole …..do…….. 80 each 429.60 34368.00

18 B.C.D 16.21 Engraving letter in hard stone 300 letter 4.80 1440.00

19 B.C.D 16.86.1 Providing and laying gang saw cut 18 mm thick, mirror polished premoulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath,flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment,epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm 1 sqm 3403.40 3403.00

20 13.79.1 Applying one coat of cement primer of approved brand and manufacture on wall surface and Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 2.54 sqm 81.20 206.00

total 1264663.69

21 Difference GST-Factor 0.0536xTotal cost on item 1 to 16 67785.97

22 Analysis of Carriage

earth 0.00 cum 75.25 0.00

Local Sand 20.30 cum 336.16 6824.00

Kiul Sand 30.71 cum 1450.66 44550.00

bitumen 0.00 mt 675.00 0.00

Stone Chips 61.43 cum 2243.70 137830.00

lime MT 506.09 0.00

cement 0 MT 506.09 0.00

STEEL 0 MT 506.09 0.00

23 Difference cost of material 0

24 Seigniorage Cost of Material

EARTH 0.00 cum 33 0.00

Coarse sand 30.71 cum 17.58 540.00

Stone chips 61.43 cum 60.49 3716.00

total 1552165.77

1 B.C.D 16.42 Providing and laying in position cement concrete of specified grade excluding the cost of cantering, shuttering all work up to plinth (1:1.5:3) 371.26 cum 4649.00 1725988.00 337.51 33.75

2 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead:1:3:6 or richer mix 349.14 cum 970.9 338980 20.81 24.43

3 B.C.D. 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming, consolidating and dressing complete. 223.98 cum 287.30 64349.45

4 B.C.D. 11.73 Providing designation 100A one brick on edge soiling joints with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I. 0 sqm 444.80 0.00

5 15.24 Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead. 0 cum 535.60 0.00

4 11.79.2 Providing and laying factory made chamfered edge cement concrete paver blocks of req. strength …..all job comp. 924.93 sqm 956.40 884603.00

5 B.C.D. 2.25A Excavating, supplyingand fillingof local earth (including royaltybut excludingcairriagecost) bymechanical transport uptoa leadof 3km also including ramming and watering of the earth in layers not exceeding20cmintrenches,plinth,sidesof foundationetc.complete. If localearthisavailableatmorethan3kmleadtheactual leadmust beapprovedbycompitentauthority. cairraiageofmaterialwillbepaid seperately and calculated after deducting initial lead. 566.33 cum 411.70 233158.06

TOTAL 3247078.54

7 Difference GST-Factor 0.0536xTotal cost on item 1 to 16 174043.41

12 Analysis of Carriage 0

earth 0.00 cum 75.25 0.00

cement 0 MT 506.09 0.00

STEEL 0 MT 506.09 0.00

13 Difference cost of material 0

14 Seigniorage Cost of Material

EARTH 0 cum 33 0.00

Coarse sand 143.44 cum 17.58 2522.00

Stone chips 286.88 cum 60.49 17353.00

TOTAL 4460217.59

G.TOTAL 6012353