Constraction of p.c.c road work from n.h. 28 to tara kuwa in ward no 01

BILL OF QUANTITY

Name of work :-Constraction of p.c.c road work from n.h. 28 to tara kuwa in ward no 01.

Estimated cost RS 998122.73

Cost of Boq RS 1250.00

Earnest money RS 20000.00

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. 2.25A Excaviting, supplying and filling of local earth (including royalty but excluding carraige cost ) by mechnical transport upto a lead of 3KM also including ramming and watering of the earth in layers not exceeding 20cm in tranches, pilnth, sides of fdn etc complete. if local earth is available at more than 3KM lead the actul lead must be approved by compitent authority. carraige of material will be paid seperately and calculated after deducting initial lead . 1 160.00 3.65 0.900 375.825 cum 411.70 154727.15

2 B.C.D. 16.80 Construction of dry lean cement concrete subbase over aprepared sub-grade with coarse and fine aggregate conforming toIS:383, the sizeof coarse aggregate not exceeding 25mm, aggregate cement rationot to exceed 15:1 ,aggregat gradation afterblendingtperspecifications,cementcontentnot tobelessthan150Kg/cum, optimummoisture content to be determined duringtriallengthconstruction,concretestrengthnottobelessthan10Mpaat7days, mixedinabatchingplant, transportedtosite, forall leads&lifts, laid withamechanicalpaver,compactingwith8-10tonnevibratoryroller, finishingandcuringetc. completeasperdirectionofEngineer- in charge 1 160.00 3.65 0.100 29.565 cum 2054.30 60735.38

4 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! 0.200 98.550 cum 4420.80 435670.00

5 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! 0.200

#REF! #REF! 0.200

6 Marbale Board 1 1.000 Nos 4406.00 4406.00

Total 671598.53

8 Carraige Of Materials

Coarse Sand 68.492 cum 1214.12 83157.51

Stone Chips 110.380 cum 1800.39 198727.05

9 Defference cost of matrials

10 Seigniorage fee

Coarse Sand 68.492 Cum 17.58 1204.09

Stone Aggregate 110.380 Cum 59.54 6572.03

Total 998122.73