Constraction of Drain and p.c.c road from sw. rajlal rajak house to to pir baba mazar via pankaj ram house and randhir ram shop in ward no 18.

BILL OF QUANTITY

Name of work :-Constraction of Drain and p.c.c road from sw. rajlal rajak house to to pir baba mazar via pankaj ram house and randhir ram shop in ward no 18.

Estimated cost RS 2354108.18

Cost of Boq RS 5000.00

Earnest money RS 47100.00

Time of completion 1 months

Sl.No. Item No. Item of Work No. Length (m) Width (m) Depth (m) Quantity Unit Rate (Rs. Per Unit) Amount (Rs.)

B.C.D 15.2.2 Demolishing cement concrete including disposal of material within 50mtrs lead. 29.1 cum 599.8 17454.18

1 B.C.D 2.8.1 Earth work in excavation of foundation trenches or drains (not exceeding 1.5m in width or 10 sqm. or plan) including dressing of sides and ramming of bottoms, lift up to 1.5m including getting out the excavated earth and disposal of surface excavated soil as directed with a lead of 50m. 1 90.00 1.00 1.075 247.35 cum 360.70 89219.00

2 B.C.D. 2.28 Supplying and filling in plinth with local sand and under floors including watering ramming, consolidating and dressing complete. 1 90.00 1.00 0.100 29.10 cum 287.30 8360.00

3 B.C.D. 11.72 Providing designation 100A brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification & direction of E/I. 1 90.00 1.00 194.00 sqm 283.30 54960.20

4 B.C.D. 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of cantering, shuttering, finishing and reinforce all work up to plinth level. (1:1.5:3) 1 90.00 1.00 0.150 101.85 cum 4688.30 477503.36

5 B.C.D. 5.22.7B Reinforcement for RCC work including straightening , cutting, bending, placing in position and biding all complete job. 1 #REF! 90.00 9166.50 Kg 92.60 848818.00

6 B.C.D. 5.9.1 Centring and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 1 90.00 0.700 790.55 sqm 211.60 167280.38

Total 1663595.12

8 Carraige of materials

Coarse sand 43.29 cum 1214.12 52553.18

stone chips 86.57 cum 1800.39 155859.76

bricks 6.26 thousand 1331.45 8332.80

local sand 32.01 cum 336.17 10760.80

9 difference cost of materials

bricks 6.26 thousand 388.77 2433.09

10 Seigniorage fee

Coarse Sand 43.285 Cum 17.58 760.95

Stone Aggregate 86.570 Cum 59.540 5154.38

Bricks 6.258 Thousand 512.80 3209.33

Local Sand 32.010 Cum 14.185 454.06

Total 1993085.97

11 B.C.D 16.8 Construction of dry lean cement concrete sub base over aprepare sub garde with coarse and fine agregate conforming to IS : 383, the size of coarse aggreagte noy exceding 25 mm aggregate cement ration to exceed 15:1 . 1 90.00 1.20 0.600 12.659 cum 2054.30 26005.38

14 BCD 4.1.2 Providing and laying in position cement concrete of specified grade excluding the cost of cantering, shuttering all work up to plinth (1:1.5:3) 1 #REF! #REF! 0.150 42.195 cum 4420.80 186536.00

15 B.C.D. 5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for. Foundations, footings, bases of columns etc. for mass concrete. 2 #REF! 0.150

#REF! #REF! 0.150

16 Marbale Board (Detail Attached) 1 1.000 Nos 4406.00 4406.00

Total 231246.38

18 Carraige Of Materials

Coarse Sand 23.629 cum 1214.12 28688.44

Stone Chips 47.258 cum 1800.39 85082.83

19 Defference cost of matrials

20 Seigniorage fee

Coarse Sand 23.629 Cum 17.58 415.40

Stone Aggregate 47.258 Cum 60.491 2858.68

Total 2354108.18