Estimate for ReLining Lining of WC by Laying Underground Pipeline of OL RD 10360R of Minor No 1 of Barnala Disty village Badshapur Distt. Sangrur Laying and Jointing of UPVC UGPL system and other allied works in construction of watercourse

For works upto 10 lacs

Project in-charge

Work Manager/Site Engineer

Engineering Graduate

Skilled employees

UnSkilled employees

Signature of the bidder with date

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

Schedule C

(Details of Machinery/Equipment/required/avaiable with the bidder and likely to be deployed for the work)

Name of Constructor/Agency/L & C Society

Name of the Work

Proclain/Front End Loader/J.C.B.

Truck/Tipper/Dumper

Concrete Mixer

Paver

Change as per requirement of Work

List of equipment/machinery may vary as per work requirement

* Information to be filled in by the Executive Engineer in-charge.

Signature of the bidder with date

PUNJAB WATER RESOURCE MANAGEMENT & DEVELOPMENT CORPORATION

Schedule D

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.5 Lac

Name of Employer

Signature of the bidder with date

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 #

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr

Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.Depth upto 1.5 mtr to 2.25mtr

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

First class burnt brick laid in cement sand mortar 1:6 for bed and side wall [Item No 11.3(i)].

10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding.

10mm thick cement plaster 1:4 on bed and top.

Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (CSR Item No 10.13 (a) (i)

Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle

Cement concrete 1:4:8 with brick ballast 40mm gauge

Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification .200 mm dia pipe of 2.5 kgf./sqcm

Laying, fixing and jointing of UPVC Pipes as per ISI 4985 (ISI marked with the prior approval of Engineer-inCharge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specification .225 mm dia pipe of 2.5 kgf./sqcm

Providing and fixing of G.I pipe 50 mm for air vent valve complete in all respect to the specification of engineer in charge

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) DIA-200 mm

Providing and fixing of Alfa Alfa Valve fitted on riser pipe to act as Nakka (D regulators) DIA-225 mm

Wrought Iron and mild steel ladders, framed grills, grating etc. complete fixed in position in D-tank.(CSR 2020 Item No.18.4)

Providing & fixing M.S. foot rests made of 23x25 mm square bar including fixing in Haudis complete with cement concrete 1:2:4 (CSR 2020 Item No.29.35 )

Centreing & shuttering for Concerte faces

Providing and fixing of Steel Shutter Gates Assembly in Main Pipeline complete in all respects.

Dismantling of Brick work in Cement, CSR 2020 - item no- 8.5 (b)

Supplying, carriage and fixing UPVC Bend size 200 mm Ф, 1.5 mtr length of 90 degree

Supplying, carriage and fixing UPVC Bend size 200 mm Ф, 1.5 mtr length of 45 degree

Supplying, carriage and fixing UPVC Bend size 200 mm Ф, 1.5 mtr length of 30 degree

Supplying, carriage & fixing equal UPVC Tee of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (200mm)

Providing and fixing MS service Sadle of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (200mm *50 mm)

Providing and fixing Tail end piece 200 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge

Supplying, carriage and fixing UPVC Bend size 225 mm Ф, 1.5 mtr length of 90 degree

Supplying, carriage and fixing UPVC Bend size 225 mm Ф, 1.5 mtr length of 45 degree

Supplying, carriage and fixing UPVC Bend size 225 mm Ф, 1.5 mtr length of 30 degree

Supplying, carriage & fixing equal UPVC Tee of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (225mm)

Providing and fixing MS service Sadle of 4kg/cm2 pressure as per IS 4985 i/c testing commisioning and complete in all respect to the specification of engineer in charge (225mm *50 mm)

Providing and fixing Tail end piece 225 mm of 4 kg/cm2 pressure as per IS 4985 i/c testing commisioning complete in all respect to the satisfaction of engineer in charge

Providing & fixing air valve complete

Miscellaneous item 1

Miscellaneous item 2

Miscellaneous item 3

NOTE:- Credit of old materials as per sanctioned estimate will be recovered from the bidder and it will be taken into the acccount while preparing the comparative statement of the work.