Constraction of Drain and p.c.c road from md jalil house to hifjul rahman house via masjid in ward no 13.

BILL OF QUANTITY

Name of work :-Constraction of Drain and p.c.c road from md jalil house to hifjul rahman house via masjid in ward no 13.

Estimated cost RS 768590.02

Cost of Boq RS 1250.00

Earnest money RS 15400.00

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.)

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 64.13 cum 360.70 23132.00

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 8.55 cum 287.30 2456.00

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 57.00 sqm 283.30 16148.10

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 27.36 cum 4688.30 128271.89

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 2462.40 Kg 92.60 228018.00

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 0.700 198.08 sqm 211.60 41913.73

Total 439939.72

8 Carraige of materials

Coarse sand 11.63 cum 1214.12 14120.22

stone chips 23.26 cum 1800.39 41877.07

bricks 1.84 thousand 1331.45 2448.30

local sand 9.40 cum 336.17 3161.68

9 difference cost of materials

bricks 1.84 thousand 388.77 714.88

10 Seigniorage fee

Coarse Sand 11.630 Cum 17.58 204.46

Stone Aggregate 23.260 Cum 59.540 1384.90

Bricks 1.839 Thousand 512.80 942.95

Local Sand 9.405 Cum 14.185 133.41

Total A 528724.18

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 99.180 cum 123.90 12288.40

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 24.795 cum 287.30 7123.60

3 BCD 11.73 Providing designation 100 A one brick on flate 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! 165.300 sqm 283.30 46829.49

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 20.663 cum 4420.80 91347.00

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 165981.50

18 Carraige Of Materials

Coarse Sand 8.782 cum 1214.12 10662.40

Stone Chips 17.563 cum 1800.39 31620.25

brick 5.333 thousan 1331.45 7100.62

local sand 27.275 cum 336.17 9169.04

19 Defference cost of matrials

brick 5.333 thousand 362.63 1933.91

20 Seigniorage fee

Coarse Sand 8.782 Cum 17.58 154.39

brick 5.333 thousand 512.80 2734.76

local sand 27.275 Cum 14.19 386.90

Stone Aggregate 17.563 Cum 60.491 1062.40

Total b 239865.84

total a+ b 768590.02