CONSTRUCTION OF WATCH TOWERS (3 NO.s) AT DISTRICT JAIL RAMPATTI IN MADHUBANI DISTRICT FOR THE YEAR-2026-27

BILL OF QUANTITY

BUILDING DIVISION MADHUBANI

Name Of Work :- DETAILED ESTIMATE FOR THE CONSTRUCTION OF WATCH TOWERS (3 NO.s) AT DISTRICT JAIL RAMPATTI IN MADHUBANI DISTRICT FOR THE YEAR-2026-27

BOQ Amount 2072715

Earnest Money 41500

S.NO. S.O.R. CODE ITEM OF WORKS QTY. UNIT RATE AMOUNT

1 2.8 EARTH WORK IN EXCAVATION.

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.

2.8.1 All Kinds of soil

Total Qty. 69.43 Cum 360.70 25,043

2 2.27 Extra for every additional lift of 1.5 m or part thereof in :

2.27.1 Ali kinds of soil

3 2.28 LOCAL SAND FILLING

Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Total Qty. 13.64 Cum. 287.30 3,918

4 11.72 BRICK SOLING

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,

5 4.1 PLAIN CEMENT CONCRETE WORK

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work up to plinth level.

4.1.3 with 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

6 5.1 RCC WORK UP TO PLINTH.

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)

5.1.2 All works up to plinth level

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)

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).

7 6.1.14c BRICK WORK

Brick work with bricks of class designation 100A in foundations and plinth in :

Tota Brick work(C=A+B) 47.526 Cum 4923.00 233,970

8 6.3c Extra for Brick work in superstructure above plinth level upto floor V cum 31.680 Cum 842.20 26,681

9 5.9 SHUTTERING WORK

Centering and shuttering including strutting, propping etc. and removal of form for.

5.9.1 Foundations, footings, bases of columns etc. for mass concrete.

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.

5.9.3 Suspended floors, roots, landings, balcnies and access platform.

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards

5.9.16 Edges of slabs and breaks in floors and walis-

5.9.16.1 Under 20 cms wide

10 5.22 REINFORCEMENT STEEL WORK

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. 1404.42 Kg. 94.50 132,718

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 1123.53 Kg. 92.60 104,039

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 1685.31 Kg. 90.80 153,026

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia 1404.42 Kg. 91.70 128,785

11 10.18 FAN HOOK BOX

Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 3.00 Each 165.40 496

12 13.12.4 INTERNAL PLASTER

Providing and laying 15 mm thick cement plaster on wall of mix 1:6 (1 cement :6 coarse sand)

13 13.24.2 CEILING PLASTER

Providing 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand)

14 13.17.1 PLASTER WITH PUNNING

15 13.13.1 TERRACE PLASTER WITH WATERPROOFING

Providing 20 mm cement plaster 1:3(1 cement: 3 coarse sand) finished with a floating coat of neat cement.

16 13.36 Extra for providing and mixing water proofing material in proportion recommended by the manufacturers:

13.36.5 20 mm cement plaster 1:3(1 cement:3 sand)

Qty. Vide Item No. 15 40.893 Sqm. 12.80 523

17 11.3 IPS FLOORING

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.

11.3.1 40 mm thick with 20 mm nominal size stone aggregate

18 13.78 APPLYING PRIMER

Applying one coat of cement primer of approved brand and manufacture on wall surface:

13.78.1 Cement primer

19 13.79.1 WATERPROOFING CEMENT PAINT

Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade

20 9.48 M.S GRILLS WORK

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.

9.48.2 Fixed to openings/ wooden frames with rawl plugs screws etc

Assume @ 27.50 Kg per Sqm. 161.205 Kg 161.10 25,970

21 13.82 PAINT OVER WOOD AND MS WORK

Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

13.82.1 New steel work (two or more coats)

Area Same as M.S Gate, Vide Item No. 20 5.862 Sqm 83.50 489

22 0L01 Supplying Labour for cleaning debries 30.00 Each. 355.42 10,663

23 CARRIAGE OF MATERIALS

Coarse Sand @ 3867.49/Cum 49.28 Cum. 3867.49 190,571

Aggregate @ 2205.95/Cum 49.32 Cum. 2205.95 108,793

Local Sand @ 310.43/Cum 13.64 Cum. 310.43 4,235

24 EXTRA COST OF MATERIALS

Cement @ 05.50/Bag 816.00 Bag 5.50 4,488

Apply correction factor 0.982 1,967,270

ADD 5.36% FOR EXTRA GST 105,445.00

Net Total 2,072,715

Executive Engineer

Building Division,