Renovationtion of Boundary Wall and Provision of Barbed Wire and Corcetina Coil at Airport Kishanganj, Bihar for the year 2026-2027

BUILDING DIVISION KISHANGANJ

BILL OF QUANTITY

Name of Work:- Renovationtion of Boundary Wall and Provision of Barbed Wire and Corcetina Coil at Airport Kishanganj, Bihar for the year 2026-2027

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 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 2323.42 sqm 697.4 16204

2 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) 76.810 m3 360.7 27705 8.167

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, rammingconsolidating and dressing complete. 11.220 m3 287.30 3224

4 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, 87.770 m2 283.30 24865

5 4.1.3 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 20 mm nominal size) etc. 4.530 cum 3998.10 18111

6 5.1.2 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) etc. 24.410 cum 4688.30 114441

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) 77.880 cum 5765.20 448994

8 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) etc. 7.020 cum 5670.00 39803

9 5.3+ 5.33B.4 Reinforced cement conrete work in beams, suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). Add or deduct for providing richer or leaner mixes respectively at all floor levels. Providing M-15grade R.C.C instead of M-20 grade R.C.C. etc. 4.700 cum 5719.70 26883

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

a) 5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 765.530 kg 94.50 72343

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 99.170 m2 211.60 20984

12 5.9.6 Centring and shuttering including strutting, propping etc. and removal of form for collums , pilar, struct' etc all complete job 111.080 m2 494.40 54918

13 5.9.5 Centring and shuttering including strutting, propping etc. and removal of form for lintel, beams, plinth beams, griders, bressumers and contilevers. 75.180 m2 404.70 30425

14 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 38.410 cum 123.90 4759

15 13.11.4 Cement plaster in course sand 1:6(1 cement: 6 coarse sand) etc. 700.00 sqm 141.50 99050

16 13.79.1+ 13.78.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer etc. 700.00 sqm 119.80 83860

17 10.33.6 Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l. 360.00 nos 9.00 3240

18 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 246.951 kg 88.30 21806

19 10.43 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 30.488 m 272.60 8311

20 10.33.4 Labour for fitting and fixing barbed wire fencing in six rows horizontal up to a height of 1.85m and two diagonals including fixing of post in cement concrete at 2.5m centres including cost of staples (but excluding the cost of cement concrete, angle, iron post, its cutting and making holes, nuts & bolts) all complete as per building specification and direction of E/l. 1073.171 m 74.60 80059

21 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade: New steel work (two or more coats) etc. 12.140 sqm 83.50 1014

22 - Carriage of Material-

a. Coarse Sand 53.860 CUM 4642.15 250026

b. Stone Chips 35.120 CUM 2130.05 74807

c. Local Sand 11.490 CUM 316.15 3633

23 - Extra Cost of Material 0

a. Cement 550.390 Bag 5.47 3011

Correction factor 0.982 1716465

Add 5.36% GST 92003

Executive Engineer,

Building Division kishanganj.