Constraction of Drain and p.c.c road from main road koila depo to shankar singh via kumhar toli, kahar toli house in ward no 27.

BILL OF QUANTITY

Name of work :-Constraction of Drain and p.c.c road from main road koila depo to shankar singh via kumhar toli, kahar toli house in ward no 27.

Estimated cost RS 1923235.90

Cost of Boq RS 5000.00

Earnest money RS 38500.00

Time of completion 3 months

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

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 1.075 182.75 cum 360.70 65918.00

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 17.00 cum 287.30 4884.00

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 1.00 170.00 sqm 283.30 48161.00

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 81.60 cum 4688.30 382565.28

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 7344.00 Kg 92.60 680054.00

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 0.700 590.75 sqm 211.60 125002.70

Total 1306584.98

8 Carraige of materials

Coarse sand 36.31 cum 1214.12 44084.70

stone chips 72.62 cum 1800.39 130744.32

bricks 5.48 thousand 1331.45 7301.94

local sand 19.55 cum 336.17 6572.12

9 difference cost of materials

bricks 5.48 thousand 388.77 2132.09

10 Seigniorage fee

Coarse Sand 36.310 Cum 17.58 638.33

Stone Aggregate 72.620 Cum 59.540 4323.79

Bricks 5.484 Thousand 512.80 2812.30

Local Sand 19.550 Cum 14.185 277.32

Total A 1576020.00

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 2.187 cum 2054.30 4492.75

1 B.C.D 2.26 Filling available excavated earth 88.740 cum 123.90 10994.89

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 #REF! #REF! 0.100 9.860 cum 287.30 2832.78

3 BCD 11.73 Providing designation 100 A one brick on edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 1 #REF! #REF! 98.600 sqm 444.80 43857.28

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 36.975 cum 4420.80 163459.00

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 4166.00 4166.00

Total 237839.94

18 Carraige Of Materials

Coarse Sand 15.714 cum 1214.12 19078.68

Stone Chips 32.908 cum 1800.39 59247.23

brick 5.324 thousan 1331.45 7088.64

local sand 11.399 cum 336.17 3832.00

19 Defference cost of matrials

brick 5.324 thousand 362.63 1930.64

20 Seigniorage fee

Coarse Sand 15.714 Cum 17.58 276.25

brick 5.324 thousand 512.80 2730.15

local sand 11.399 Cum 14.19 161.69

Stone Aggregate 32.908 Cum 60.491 1990.64

Total b 347215.90

total a+ b 1923235.90