Constraction of Drain and p.c.c road from pramod siangh house to battor pandit house in ward no 17.

BILL OF QUANTITY

Name of work :-Constraction of Drain and p.c.c road from pramod siangh house to battor pandit house in ward no 17.

Estimated cost RS 1299344.79

Cost of Boq RS 2500.00

Earnest money RS 26000.00

Time of completion 2 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 6.1.14/A Bricks work with bricks of class desigantoin 100A in fdn and plinth in c.m. 1:6. 27 cum 4819.9 130137.3

2 B.C.D. 13.17.1 12mm cement plaster 1:3 1 #REF! #REF! 0.100 198.00 cum 203.60 40313.00

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 #REF! #REF! 0.150 27.00 cum 4688.30 126584.10

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 2430.00 Kg 92.60 225018.00

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 #REF! 0.700 186.30 sqm 211.60 39421.08

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

Total 565879.48

8 Carraige of materials

Coarse sand 21.73 cum 1214.12 26382.83

Stone Aggregate 22.95 cum 1800.39 41318.95

bricks 13.34 thousand 1331.45 17758.75

9 difference cost of materials

bricks 13.34 thousand 388.77 5185.38

10 Seigniorage fee

Coarse Sand 21.730 Cum 17.58 382.01

Stone Aggregate 22.950 Cum 59.540 1366.44

Bricks 13.338 Thousand 512.80 6839.68

Total 695745.14

B.C.D 15.2.2 Demolishing cement concrete including diaposal of materials within 50 m leads leaner mix 36.000 cum 599.80 21592.80

B.C.D 16.80 construction of dry lean cement concrete sub base over aprepare sub grade with coarse and fine aggregate conformingto IS:383 , the size of coarse aggregate not exceeding 25mm ,aggregate cement ratinot to exceed 15:1 aggregate grad ationafterblendingtobeas per specification cement contentnot tobel less than 150kg/cum, optimum moisture content to be determined during tarial length construction concrete strength not to be less than 10m past 7 days mixedin batc compacting with 8-10 tonne vibaratory roller , finishing and curing etc complete as per direction of enginner-in-charge. 23.625 cum 2054.30 48532.84

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 67.500 cum 4420.80 298404.00

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

marble board 1.000 nos 4406.00 4406.00

Total 387535.64

18 Carraige Of Materials

Coarse Sand 39.319 cum 1214.12 47737.98

Stone Chips 78.638 cum 1800.39 141579.07

19 Defference cost of matrials

20 Seigniorage fee

Coarse Sand 39.319 Cum 17.58 691.23

Stone Aggregate 78.638 Cum 59.540 4682.11

Total 603599.65

Total a+b 1299344.79