Construction of tunni mahto house to pokhar ke purab tak nali evam pcc nirman karya in ward no-06

BILL OF QUANTITY FOR PCC ROAD AND DRAIN AT WARD 06 NEAR TUNNI MAHTO TO POKHAR EAST

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. 219.20 360.70 CUM 79065.44

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 239.78 1355.40 CUM 3249.98

3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 60.65 287.30 CUM 17424.75

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, 479.55 283.30 SQM 135856.52

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. 60.65 4420.10 CUM 268079.07

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 36.53 5670.00 CUM 207125.10

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. 186.23 211.60 SQM 39406.27

9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 60.65 5017.90 CUM 304335.64

10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 479.55 192.20 SQM 92169.51

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 80.37 364.40 CUM 29286.83

10.00 CARRIAGE OF MATERIAL

B COARSE SAND- 62.35 1143.25 CUM 71281.64

C LOCAL SAND - 67.95 336.17 CUM 22842.75

D STONE CHIPS- 83.58 493.08 CUM 41211.63

Add extra Cost of material:-

B CEMENT- 0.00 18.73 MT 0.00

Seigniorage fee(10%)

A Local sand 67.95 14.19 M³ 964.21

B Coarse sand 62.35 17.58 M³ 1096.11

C Stone chips 83.58 55.63 M³ 4649.81

12.00 ADD COST SIGNBOARD AND PHOTO 3500.00

11.00 CIVIL WORK COST 1627708.09

Add extra cost of GST 6% 97662.49