NAME OF WORK-construction of soak and major repair works of diff well cum soak pit construction in ward -27 (well-06 ,soakpit -07)

NIT NO- E-TENDER……………../2026-27

BILL OF QUANTITY BOQ AMOUNT BID PROCESSING FEE SALT TAX

Group No 125 UPTO 70 LAKH 1140 1000 140

NAME OF WORK-construction of soak and major repair works of diff well cum soak pit construction in ward -27 (well-06 ,soakpit -07)

BOQ Amount : Rs 976158 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 19600.00 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 (1NOS) nos Quantitys Unit Rate (Rs. Per Unit) Amount (Rs.) UPTO 50 LAKH 5000

1 15.7.4 Demolishing brickwork including stacking of servicable materials and disposal of unservicable material within 50 metre lead. 1.25 6 7.5 cum 823.7 6177.75

2 2.25 pumping out water caused by mains aur drain and the likedry for work for 6 days 15.7 6 94.2 LK 107.2 10098.24

3 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. 13.94 6 83.64 sqm 283.30 23695.212

4 9.48.1 ProvidingandfixingM.S.grillsofrequiredpatterninframesofwindowsetc. withM.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 200 6 1200 KG 144.50 173400

5 6.1.12/1 Brick work with bricks of class 100A IN FOUNDATION AND PLINTH in C:M 1:6 ……. 2.5 6 15 cum 5017.90 75268.5

6 13.17.2 Repairing of 12 mm thick cement plaster in course in 1:4……all job comp 11.12 6 66.72 sqm 192.20 12823.584

7 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. 9.42 6 56.52 cum 314.90 17798.148

8 wrd/5.1.34.1 Extra for earthwork of ordinary soil or hard soil vide clissification of soil itrem A & B of each subsequent lift upto 2m over the initial lift of 1.5 m as pre specification and E/I 9.42 6 56.52 cum 17.87 1010.0124

9 B.C.D. 14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independentstaging) includingdisposalofslitandrubbish,allasper directionofEngineer-in-Charge.Thecleaningshall consist following operations: (i) Tank shall beemptiedofwater bypumping&bottomshall be cleaned of slit and other deposits. (ii)Entiresurfaceareaof thesumpshall thenscrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) Thetreatedsurfaceshall bedriedusingair jettingandall loose particles shall be removal from the surface. (v) Finallythesurfaceshall be treatedwithultraviolet radiationetc. as per direction of Engineer-in-Charge 78.5 6 471 SQM 41.40 19499.4

10 B.C.D 13.56.1 Pointing on brick work with cement mortar 1:3(1 cement:3 coarse sand):FLUSH POINTING 62.8 6 376.8 SQM 109.00 41071.2

11 BCD 11.3.1 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 13.94 6 83.64 cum 289.10 24180.324

13 Difference GST-Factor 0.0536xTotal cost on item 25637.92

14 ADD for unseen item occurs during cleaning 1 6 6 ls 2000.00 12000.00

15 Analysis of Carriage

16 Difference cost of material 6 0 0.00

17 Seigniorage Cost of Material 0 6 0 0.00

EARTH 0 6 0 cum 33 0.00

Coarse sand 1.249 6 7.494 cum 17.58 132.00

Stone chips 0.496 6 2.976 cum 60.49 180.00

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. 1.29 13 16.77 sqm 283.30 4751.00

2 20.3A.1 Making25cm(10")diaboreupto4mtrdepthbelow groundwithhandaugerofapprovedqualityinordinary soi!(videclassificationofsoilitemA)truetoplumband without eccentri city in any stage of operation and disposalof theexcavatedearthupto50mtr ,Leadin eludingalllifts,allcompleteasperapproveddisignand directionofE/lDetailsofcostfor4pilesof4m=16mtrs depth 3 13 39 mt 178.30 6954.00

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) 0.072 13 0.936 cum 3879.20 3631.00

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) 0.402 13 5.226 cum 4232.40 22119.00

5 B.C.D. 5.22.7B Reinforcement for RCC work including straightening , cutting, bending, placing in position and biding all complete job. 34.202 13 444.626 KG 92.60 41172.00

6 6.1.12/1 Brick work with bricks of class 100A IN FOUNDATION AND PLINTH in C:M 1:6 ……. 1.754 13 22.802 cum 5017.90 114418.00

7 13.17.2 Repairing of 12 mm thick cement plaster in course in 1:4……all job comp 1.44 13 18.72 sqm 192.20 3598.00

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. 4.081 13 53.053 cum 360.70 19136.00

10 2602D Designation 100A bricks 1/2 brickwork without mortarin soak pit 883 13 11479 /THS 7028.28 80678.00

11 7189 UPVS PIPES( working pressure 4kg/sqcm,single socket pipe 110mm dia). 5 13 65 mt 178.17 11581.00

12 7215 UPVS PIPE CLIPS( 110mm dia). 1 13 13 no 19.19 249.00

13 16.21 Engraving letter in hard stone 300 13 3900 letter 4.80 18720.00

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 13 13 sqm 3403.40 44244.00

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 13 33.02 sqm 81.20 2681.00

17 Difference GST-Factor 0.0536xTotal cost on item 20767.16

18 Analysis of Carriage

19 Difference cost of material 0 0.00

20 Seigniorage Cost of Material 0 0.00

EARTH 0 13 0 cum 33 0.00

Coarse sand 0.724 13 9.412 cum 17.58 165.00

Stone chips 0.422 13 5.486 cum 60.49 332.00