Construction of Samudayik Bhawan from Fatak Par ward no-25

NIT NO - E-Tender-02/2026-27

BILL OF QUANTITY

Work-Construction of Samudayik Bhawan from Fatak Par ward no-25

BOQ Amount: 9,23,000.00 Earnest Money:-18500.00

Time of Completion (in months):- 2 Months Cost Of BOQ:-1250.00

Sr.No. Ref. No. Of SOR Item of Work Quantity Unit Rate (Rs. Per Unit) Amount (Rs.)

1 20.3A.1 Making 25cm (10") dia bore up to 4m depth below ground with hand auger of approved quality….. Of E/I. 29.28 m 178.30 5220.62

2 2.8.1 Earth work in excavation in foundation trenches in all kind of soli using center line method. As per building specification and direction of engineer incharge.

Grade beam - 93.296

Step Foundation

3 2.26 Earthwork in Backfilling

Calc. Strip foundation substructure volume 34.995 cft

calc. Volume required to be filled in strip substructure 37.005 cft

calc. Rest volume to be fill 159.293 cft

calc. Rest volume to be filled=(159.293/304.704=0.523ft )

calc. Floor area = 304.704 159.360 cft

4 2.28 Supplying LSF

Abov the grade beam floor

5 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,

6 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work upto plinth level 1:1:5:3(1 cement: 1.5coarse sand:3 graded stone aggregate 20 mm nominal size)

grade beam for step

Waist Slab 19.860

Dpc in plinth band-

7 6.1.12A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand )

strip foundation brickwork

Brickwork under the waist slab of outside stair 7.532

8 5.2 Reinforced cement concrete work in wall (any thickness), includin 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)

9 6.1.14A Brick work with bricks of class designation 100A in Super strecture above plinth in : Cement mortar 1:6 (1 cement: 6 coarse sand )

Deduct for Door

Main Door -32.500

10 5.3 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).

11 13.11.4 12mm cement plaster in course sand(1:4)(water proofing)

12 13.24.2 6 mm cement plaster to ceiling of mix : 1:4(1 cement: 4 coarse sand)

Roof beam -82.174

Column area -5.551

13 13.11.4 12 mm cement plaster of mix: 1:6(1 cement: 6 coarse sand)

14 11.76 Providing average 150mm thick dry rammed khoa beaten to 112mm (compacted with water) made of well burnt or jhama bricks including ramming properly till compacted thickness is achieved, curing and carriage of water with all leads, making proper slope and blinding the top with cement mortar (1: 10) all complete as per building specification and direction of E/l,

15 4.1.3 Provind and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level.(1:2:4)

16 10.19 Providing and fixing M.S.fan clamp type 1 of 16 mm dia.M.S. bar bent to shape with hooked ends in R.C.C slabs during laying including painting the exposed portion of loop,all as per standard design complete. Nos. 128.50 385.50

17 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

Same as on item no. 13 181.031 sqm 119.80 21687.57

18 9.48.2 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to opening/ wooden frames with rawl plug screws etc.

Total area 12.402 sqm

Wt of grill@25kg per sqm of grill area 310.061 kg 161.10 49950.88

19 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece.

20 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)

window and door 159.5

21 11.41A.2 Providing and laying Vitrified tiles in floor in different sizes{thickness to be specified by the manufacturer) withwater absorption less than 0.08%and conforming toIS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement [email protected] kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will bedone with thenotch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily

Glazed vitrified floor tiles polished finish of size Size of Tile 600 x 600 mm

22 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Grade beam,Band,pile 241.766

Lintel, chajja & roof & beam 381.173784

23 5.9 Centering&shuttering

5.9.1 Foundation

5.9.3 Roof&landing

Total 476.000 sft

plinth beam 61.9800

Roof beam 123.9600

Roof beam(under) 51.6293

Total 378.118 sft

Column under foundation-F1 106.240

Column above plinth 292.160

total 398.400 sft

5.9.7 Stair( step face) 1.638

Step side 3.300

Total 4.938 sft

5.9.14 lintel (up to 1.5m span)

Lintel 100.000 sft

24 16.86.1 Marble stone flooring with 18 mm thick marble stone (sample of marble shall be approved by Engineer-in-charge) over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:Rajnagar plain white marble 18mm thick above 0.20 sqm upto 0.50 sqm 1.00 sqm 3403.4 3403.40

Grand Total 741176.77

Add defference GST- factor 0.0536x Total Cost. 39727.07

Total Rs. 780903.84

25 Carraige of materials

Coars Sand 26.179 cum 1477.51 38679.73

Stone Aggregate 30.424 cum 1976 60117.82

Local Sand 23.456 cum 336.17 7885.20

26 Difference Cost of Materials

27 Seigniorage fees

Coars Sand 26.179 cum 17.58 460.23

Stone Aggregate 30.424 cum 59.54 1811.44

Local Sand 23.456 cum 14.19 332.84

TOTAL 923040.32

Say Rs 923000.00