Estimate for Lining/Relining of watercourses of O/L RD 20000/R Slice-2 of Badhni Disty by brick masonry of village Badhni Kalan Distt. Moga

Project in-charge

Work Manager/Site Engineer

Engineering Graduate

Skilled employees

UnSkilled employees

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

Name of Constructor/Agency/L & C Society

Name of the Work

Truck/Tractor with trolley

Water Tanker

Sheep foot roller

Mortar tank

Soaking tank

Standard measuring box 1’ x 1’ x 11/4’ depth

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

Name of the Contractor / L&C Society

Name of the Work

Please fill information about the each relevant work completed during the last Five years for works Costing more than Rs._________________

Name of Employer

Item Rate 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 #

Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a))

Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b))

Dressing of New Earthwork (item6.3 (i))

Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i))

Re-handling of earthwork recently executed (item 6.2 (a)-note II)

Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a))

Dismantling Brick Work in Cement (item 8.5 (b))

Dressing of Bed and Preparation of Sub-grade for Lining (item 19.1)

First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls (item 11.3 (i))

10 mm thick Cement Plaster 1:4 on Side Walls (item 15.6-1.26)

10 mm thick Cement Plaster 1:4 on Floors (item 15.38)

RCC work hand mixed 1:2:4 for slab including steel reinforcement (item 10.13(a-i))

RCC work hand mixed 1:2:4 for slab excluding steel reinforcement (item 10.13(a-i))

Cold twisted deformed (ribbed/tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C works, where not included in the complete rate of R.C.C including bending, binding, and placing in position complete (item 18.18)

Shuttering for faces of Concrete foundations and foundation beam & plinth beam (Vertical or battering) (item 9.1)

Fixing of frame (item N.S)

Supplying & Laying Dry Brick Bats (item 10.29)