ESTIMATE FOR CONSTRUCTION OF BOX CULVERT FOR BRIDGE AT RD 75137 OF GHUMAN DISTY

Project in-charge

Work Manager/Site Engineer

Engineering Graduate

Skilled employees

UnSkilled employees

Punjab Water Resources Department

SCHEDULE (C) (Summary of Experience of Agency/Contractor/L&C Society for similar nature of work)

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

Punjab Water Resources Department

PRE-QUALIFACTION SCHEDULE (D) AFFIDAVIT

1. That I have submitted a bid for execution of work relating to"

in response to NIT issued by the

2. That all information given in the pre-qualification schedule forms and in the attachments are true and correct.

3. That the undersigned hereby authorize (s) and request (s) any bank/person/firm or corporation to furnish pertinent information required by the Deptt. deemed necessary regarding my (our) competence and general reputation

4. That the undersigned understands that if any further qualifying information shall be required I/We agree to furnish such information at the request of department/project/implementing agency.

Punjab Water Resources Department

SCHEDULE (E) ADDDITIONAL INFORMATION

Name of the Work

WATER RESOURCES DEPARTMENT, PUNJAB

MANSA DIVISION I.B. JAWAHARKE

Name of the work :ESTIMATE FOR CONSTRUCTION OF BOX CULVERT FOR BRIDGE AT RD 75137 OF GHUMAN DISTY.

Name of Firm

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 )

Dismantling of old bridge C.C. 1:3:6

Dismantling of old bridge Brick work in cement

Dismantling of old bridge R.C.C

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. (Depth upto 3 m)

Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.

Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For ramps)

Rehandling of earthwork

Preparing, watering, ramming surface of laying concrete(horizontal)

Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

Back filling behind abutment,wing wall and return wall complete

HYSD bars

First class brick masonary in mud

Dismantling of Brickwork in mud

Scraping of Bricks dismantled from brickwork in mud

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 Height upto 5m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump

PCC M15 Grade,as leveling course below approach slab complete as per drawing and Technical specification

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians, constructed with M-40 grade concrete, with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

filling expansion joint with special bituminous material of size (approx 400mm deep 20mm wide)