CONSTRUCTION OF ENCLOSURE BOUDNARY WALL OF HIGH SECURITY CELL (T-CELL) BARRACK AT SKRB CENTRAL JAIL MUZAFFARPUR FOR THE YEAR 2026-27.

BUILDING DIVISION MUZAFFARPUR

BILL OF QUANTITY

NAME OF WORK:- CONSTRUCTION OF ENCLOSURE BOUDNARY WALL OF HIGH SECURITY CELL (T-CELL) BARRACK AT SKRB CENTRAL JAIL MUZAFFARPUR FOR THE YEAR 2026-27.

Estimated cost- 3937330.00 Last Date of Sale of B.O.Q-

Cost of B.O.Q - 5000.00 Date of Tender -

Earnest Money Amount- 78,800.00 Time of Completion - 04 Months

Sl.No. Code ITEM OF WORK Quantity UNIT RATE Amount

1 2.8.1 Earth work in excavation in foundation trenches or drains (not exceeding 1.5m in width or 10sqm 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. 409.60 CUM 360.70 147743

2 2.28 Supplying and Filling in plinth with local sand and under floors including,watering,ramming consolidating and dressing complete. 36.53 CUM 287.30 10495

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l. 243.52 CUM 283.30 68989

4 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). 15.36 CUM 3998.10 61411

5 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). 60.81 CUM 4688.30 285096

6 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto 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). 46.28 CUM 5670.00 262408

7 6.1.14C+6.3C Brick work with fly ash bricks as per IS:12894 (2002) & IS 3495 in foundations and plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand ) Extra tor Brick work in superstructure above plinth level upto floor V cum etc all complete. 104.54 CUM 5765.20 602694

8 13.11.4 Cement plaster in course sand 12 mm cement plaster of mix:1:6 (1 cement:6 coarse sand) etc all complete. 1099.65 SQM 141.50 155600

9 13.116 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. 1369.48 metre 47.10 64503

10 13.79.1 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) 1099.65 sqm 81.20 89292

11 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 3748.15 SQM 94.50 354200

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 2141.80 SQM 92.60 198331

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 4819.05 SQM 90.80 437570

12 5.9 Centring and shuttering including strutting, propping etc. and removal of form for.

A 5.9.1 Foundations, footings, bases of columns etc. for mass concrete. 109.98 SQM 211.60 23272

B 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 263.30 SQM 404.70 106558

C 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts. 423.30 SQM 494.40 209280

13 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 296.753 M3 123.90 36768

14 Carriage of materials 0

(a) Coarse Sand 96.56 CUM 2653.10 256183

(b) Stone Chips 105.77 CUM 2012.09 212819

(c) Bricks (1K+7P) 59435 THOUS 941.27 55944

(d) Local sand (1K+2P) 40.18 CUM 310.46 12474

15 Extra cost of materials 0

(a) Cement 978.00 BAG 11.70 11443

(b) Bricks (1K+7P) 59435.00 THOUS 362.63 21553

16 9.48.1 Fixed to steel windows by welding 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. 353.500 kg 144.50 51081

17 13.82.1+13.81.3 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) With ready mixed zinc chromate yellow primer of approvedbrand and manufacture on steel alvanized iron/steelworks 11.163 sqm 118.10 1318

Add 5.36% Extra GST 200305

Executive Engineer,

Building Division, Muzaffarpur.