Estimate For Extension Of Water Course Outlet R.D 74820-R J.D NO-03 Under D-Plan Scheme

Supply carriage and laying of 100 micron polythene under bed lining

Supply carriage and fixing of lid for nakka as per design

Supply, carriage and fixing of R.C.C panels of requisite size as per approved design drawing and P.W.D. Specifications . thickness in 0.25` of C.C. 1:3:6 with requested reinforcements as per the discharge of UGPL as per approved design and P.W.D. Specifications completed in all respect to the satisfaction of Engineer in charge

Brick work for arch / Culvert in cement mortar 1:3 (1 cement : 3 coarse sand) with Extra for brick work in arch specially molded by common burnt clay non modular bricks of class designation 7.5 or cut-bricks have to be used: but for which no centering or supports are required up to 4.5 meters internal diameter as per based HSR item No.7.21.1 plus Item No.7.65 =4376.16 ( Detail Analysis attached ) plus 147 = 4523.16

Percentage BoQ

BoQ_Ver3.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]

[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]

[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]

[4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate]

[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]

[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate]