ESTIMATE FOR HEAD REGULATOR OF GHUMAN DISTY OFF TAKING RD 267900/R OF KOTLA BRANCH AND HEAD REGULATOR OF BHAI BAKHTOUR BRANCH CUM FALL AT RD 96160 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 HEAD REGULATOR OF GHUMAN DISTY OFF TAKING RD 267900/R OF KOTLA BRANCH AND HEAD REGULATOR OF BHAI BAKHTOUR BRANCH CUM FALL AT RD 96160 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 )

Dismentalling Of Brick Work

Dismantling concrete 1:3:6

Dismentalling Of Reinforced cement concrete

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 3 m )

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

Cement concrete 1:4:8 (M-7.5)with stone aggregate 40mm gaugemixing by mechanical means using concrete mixer volumetric type

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M-20

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications upto 5 mtr Height . RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump ,Using Mixer including Centering and Shuttering

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (RCC Grade M25),Using Mixer including Centering and Shuttering

Plain/RCC m 30 solis slab in Super structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump,Using Mixer including Centering and Shuttering(22.1 C)

Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete as per dimensions in the PWD standard drawing no 27 section 4 including form work but excluding steel r/f and at locations directed by the engineer all as specified with concrete mixer,Using Mixer including Centering and Shuttering

Supplying, fitting and placing HYSD bar reinforcumcement in sub-structure complete as per drawing and technical specifications

Rehandling ( 50% of excavation soil)

Excavation of Soil using Hyraulic Excavator ck90 with Hyraulic Excavator of 0.9 cum bucket cutting, trimming bottom and side slopes, in accordance with requirments of lines , grades and cross sectionincluding all lifts and combined lead upto 30 mtr.

Providing and Filling stones or spalls into crates and hand packing including supply of boulder from nearest approved quarry to site including loading, unloading and complete in all respect and Stacking with in 15 mtr of unloading point into stack of specified sizes.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Weaving of MSA wire crate netting 15 cm to 15 cm mesh i/c binding at site and partition incluing supply of MSA wire 4 mm dia as per PWD specifications@182+5.35%

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

Dismantling in cement concrete plan 1:4:8

Back filling behind abutment, wing wall andreturn wall complete as perdrawing andTechnicalSpecification. Sandy material.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge

Plain/RCC 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),Using Mixer including Centering and Shuttering

Earthwork in excavation in foundation of bridges, culverts, buildings including handling of materials with a combined lead of 15 meters dressing of bed and side stacking the excavated soil from the edge of excavation and subsequent filling around:- (a) For ordinary gravel soil involving pick work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.PCC Grade M20

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump