Construction of Boundary wall in Outer Side Perimeter Wall in Mandal Kara, Kishanganj for the year 2026-27.

BUILDING DIVISION KISHANGANJ

BILL OF QUANTITY

Name of Work:- Construction of Boundary wall in Outer Side Perimeter Wall in Mandal Kara, Kishanganj for the year 2026-27.

Estimated cost Rs- Last Date of Sale of B.O.Q-

Cost of B.O.Q - Date of Tender -

Earnest Money Amount- Time of Completion -

S.no. SoR Code ITEM OF WORK Qnty. UNIT RATE AMOUNT (INR)

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(All Kinds of soil) 174.120 m3 360.7 62805 8.167

2 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, rammingconsolidating and dressing complete. 13.059 m3 287.30 3752

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of atering, taxes, royalty all complete as per building pecification and direction of E/l, 121.260 m2 283.30 34353

4 4.1.4 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 40 mm nominal size) 6.530 m3 3879.40 25332

5 5.1.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) 36.929 m3 4688.30 173134

6 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size) 21.339 m3 5670.00 120992

7 6.1.14C + 6.3C Brick work with fly ash bricks as per IS 12894(2002)& IS 3495 infoundation & superstructure above plinth level upto five floor cement mortar 1:6 (1cement :6 coarse sand) 71.819 m3 5765.20 414051

8 13.11.4 PLASTER WORK 12mm thick Cement plaster of mix 1:6 (1 cement : 6 coarse sand) 752.691 m2 141.50 106506

9 13.78.1+ 13.79.1 FINISHING WORK Appling one coat of cement primer of approved brand and manufacture on wall surface. 752.691 m2 119.80 90172

10 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete 0.000 0

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 2359.875 kg 94.50 223008

5.9 Centring and shuttering including strutting,propping etc. and removal of form ---do--- 0

11 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for foundation 64.928 m2 211.60 13739

12 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 178.857 m2 404.70 72383

13 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for collums , pilar, struct' etc all complete job 229.329 m2 494.40 113380

14 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1108.058 kg 144.50 160114

15 13.81.3+ 13.82.1 Painting With ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works 61.559 m2 118.10 7270

16 - Carriage of Material-

a. Coarse Sand 64.387 CUM 4642.15 298894

b. Stone Chips 55.935 CUM 2130.05 119144

c. Local Sand 13.059 CUM 316.15 4129

17 - Extra Cost of Material

a. Cement 1486.394 Bag 5.47 8131

18 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings complete jncluding applying a priming coat of approved steel primer. 7.770 m2 3653.00 28384

Correction factor 0.982 2349988

Add 5.36% GST 125969

Executive Engineer,

Building Division kishanganj.