NAME OF WORK-construction of rain water harvesting at didd locations in ward 27&29 .

NIT NO- E-TENDER……………../2026-27

BILL OF QUANTITY BOQ AMOUNT BID PROCESSING FEE SALT TAX

Group No 159 UPTO 70 LAKH 1140 1000 140

NAME OF WORK-construction of rain water harvesting at didd locations in ward 27&29 .

BOQ Amount : Rs 105200 UPTO 50,000 250 ABOVE 3.5 CR 17100 15000 2100

Cost of BOQ : Rs 1250.00 UPTO 2,50,000 500

Earnest Money : Rs 2200.00 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 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. 1 sqm 283.30 283.00

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 2.76 CUM 287.30 793.00

2 24.7 Supplying, filling, spreading& leveling coarse sandof size range1.5mmto2mminrechargepit, inrequiredthickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. Gravelpackingintubewellconstr 2.69 CUM 1195.60 3216.00

3 B.C.D 4.1.4 Providing and laying in position cement concrete of specified grade excluding the cost of cantering, shuttering all work up to plinth (1:2:4) 0.1 cum 3998.10 400.00

4 B.C.D. 5.1.3 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. (1:2:4) 0.451 cum 4688.30 2114.00

5 B.C.D. 5.22.7B Reinforcement for RCC work including straightening , cutting, bending, placing in position and biding all complete job. 31.6 KG 92.60 2926.00

6 6.1.12/1 Brick work with bricks of class 100A IN FOUNDATION AND PLINTH in C:M 1:6 ……. 1.631 cum 5017.90 8184.00

7 13.17.2 Repairing of 12 mm thick cement plaster in course in 1:4……all job comp 1.8 sqm 192.20 346.00

8 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. 6.93 cum 360.70 2500.00

9 2.17.3 Close timbering in case of shafts, wells, cesspits, mannoies and the like including strutting, shoring and packing cavities (wherever required) complete (Measurements to.be taken of the face area timbered) 9.26 CUM 155.33 1438.00

10 2602D Designation 100A bricks 1/2 brickwork without mortarin soak pit 883 /THS 7028.28 6206.00

11 12.79.5.2 UPVS PIPES( working pressure 4kg/sqcm,single socket pipe 110mm dia). 1 mt 132.00 132.00

12 7758 UPVS PIPE CLIPS( 110mm dia). 5 no 555.08 19.19

13 5.9.1 Centringandshuttering includingstrutting,proppingetc. andremoval Of foundation 4.363 sqm 211.60 923.00

13 16.21 Engraving letter in hard stone 500 letter 4.80 2400.00

14 16.86 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

15 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

17 Difference GST-Factor 0.0536xTotal cost on item 2464.39

18 Analysis of Carriage

Local Sand 0.9 cum 336.16 303.00

Kiul Sand 3.41 cum 1450.66 4947.00

Stone Chips 0.473 cum 2243.70 1061.00

19 Difference cost of material

20 Seigniorage Cost of Material 0

EARTH 0 cum 33 0.00

Coarse sand 3.41 cum 17.58 60.00

Stone chips 0.473 cum 60.49 29.00

no of rainwater harwesting 2 105109.0