Construction of drain in pcc road maksud jee to ps madposouna gate sanjay ram to niraj ram house in ward no-04

BILL OF QUANTITY FOR PCC ROAD AND DRAIN AT WARD 04 FROM HOUSE OF MD MAKSHUD JI TO PS MARPASAUNA GATE SANAJAY RAM TO HOUSE OF NIRAJ AND 1HPN BORING

THE RATES OF ITEMS ARE BASED ON CURRENT S.O.R. OF BUILDING CONSTRUCTION DEPARTEMENT -2022, GOVT. OF BIHAR .

S.NO. ITEM NO. ITEM OF WORK QUANTITY RATE UNIT AMOUNT

1.00 2.8 BCD 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. 43.33 360.70 CUM 15629.13

2.00 15.2.1 BCD Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m 297.40 1355.40 CUM 4030.96

3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 50.08 287.30 CUM 14387.98

4.00 11.72 BCD Providing designation 100 A one brick flat soling joints filled with local sqm 283.30 sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 344.80 283.30 SQM 97681.84

5.00 4.1.1 BCD Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. 50.08 4420.10 CUM 221358.61

1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

6.00 5.1.2 BCD (RCC)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 7.22 5670.00 CUM 40937.40

1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)

7.00 5.22.7A 5.22.B Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

8.00 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. 58.19 211.60 SQM 12313.00

9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 11.99 5017.90 CUM 60164.62

10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 68.41 192.20 SQM 13148.40

11.00 2.26 BCD BANKING EXCAVTED EARTH 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 22.66 364.40 CUM 8257.30

1 24.2.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

2 24.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia,conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge. 60.00 1408.10 M 84486.00

24.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm

3 24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.

4 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

300MM X200MM DIA MS REDUCER 1 500.00 no 500.00

300MM DIA WELL CAP 1 281.80 no 281.80

200MM DIA M S WELL PLUG 12 250.00 no 3000.00

MS centre guide suitable for 300dia mm pipe 1 1531.40 no 1531.40

5 24.8A Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge 2.00 1343.00 CUM 2686.00

B CARRAGE OF GRAVEL FROM DHALBHUMIGARH 2.00 5450.77 CUM 10901.54

6 24.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully develo ped, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge 1.00 916.80 HOUR 916.80

7 Supplying,all materials and labour for arrangement for 1.00 5000.00 job 5000.00

8 Additional water required 1.00 5000.00 job 5000.00

Transportation of drilling plants developing equipments all other

9 providing supply installation testing and commissioning 1hp moter with pump of cri /ksb/isi or another stender eqivalent mark with electric cable and 7/20 wireand 2x3/20pvc copper 1 20000 each 20000.00

10 Providing and placing polyththyline waer storage tank 1000ltr 2000 9.7 per ltr 19400.00

11 Extra over item No. 23.3 for providing additional bulb in underreamed piles, under specified dia meter (Only the quantity of extra bulbs are300mm dia piles 4 1621.6 p/m 6486.40

12 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all completeThermo-Mechanically Treated bars TMTC-500-10mm dia 30 92.6 kg 2778.00

13 PROVIDING AND FIXING PTMT EXTENSIS NIPPLE 8 60.2 NO 481.60

14 P/F BALL VALVE BRASS 1 620.00 NO 620.00

15 P/F CPVC PIPE

16 Providing fixing PTMT PUSH COCK of approved quality 5 112.40 NO 562.00

17 9.48.1 Providing and fixing M .S Grills of required pattern in frame of windows etc with M.S flats,square,or round bars etc including priming coat with approved steel primer all complete. 400 144.5 kg 57800.00

18 Cost of fitting and fixing of foundation of iron stand with bolt .and Require Accessories 2500.00 2500.00

19 cost of electrification 1 5000.00 no 5000.00

B COARSE SAND- 26.14 1143.25 CUM 29884.56

C LOCAL SAND - 5.25 336.17 CUM 1764.89

D STONE CHIPS- 49.28 493.08 CUM 24298.98

Add extra Cost of material:-

B CEMENT- 0.00 18.73 MT 0.00

Seigniorage fee(10%)

A Local sand 5.25 14.19 M³ 74.50

B Coarse sand 26.14 17.58 M³ 459.54

C Stone chips 49.28 55.63 M³ 2741.59

12.00 ADD COST SIGNBOARD AND PHOTO 3500.00

11.00 CIVIL WORK COST 931142.51

Add extra cost of GST 6% 55868.55