WARD NO-18 ME SHRI DHANESWAR MAHTO KE MAKAN SE MAIN ROAD TAK NALA NIRMAN SLAB KE SATH EVAM PCC DHALAI KA NIRMAN KARYA

BILL OF QUANTITY

वार्ड न0 18 में श्री धनेश्वर महतो के मकान से में रोड तक नाली एवं पी सी सी पथ एवं नाली निर्माण कार्य

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. 135.09 360.70 CUM 48726.96

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 409.85 1355.40 CUM 5555.11

3.00 2.28 BCD Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 77.31 287.30 CUM 22211.16

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, 660.78 283.30 SQM 187198.97

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. 77.31 4420.10 CUM 341717.93

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 22.51 5214.10 CUM 117369.39

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. 209.34 211.60 SQM 44296.34

9 6.1.12A Bick work with bricks of class designation 100A in foundation and plinth in : Cement Mortar 1:4(1Cement :4C sand) 37.37 5017.90 CUM 187518.92

10 13.17.2 12mm cement plaster of mix:1:4(1 cement:4 coarse sand)Neat cement punning 213.28 182.00 SQM 38816.96

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 223.02 364.40 CUM 81268.49

10.00 CARRIAGE OF MATERIAL

B COARSE SAND- 64.23 1143.25 CUM 73430.95

C LOCAL SAND - 89.20 316.15 CUM 28200.58

D STONE CHIPS- 83.85 493.08 CUM 41344.76

Add extra Cost of material:-

Seigniorage fee(10%)

A Local sand 89.20 14.19 M³ 1265.75

B Coarse sand 64.23 17.58 M³ 1129.16

C Stone chips 83.85 55.63 M³ 4664.83

12.00 ADD COST SIGNBOARD AND PHOTO 3500.00

11.00 CIVIL WORK COST 1469079.44

Add extra cost of GST 6% 88144.77