RECONSTRUCTION OF JATTANA MINOR FROM RD 0-9500 OFF TAKING AT RD 223978/l OF BHAKHRA MAIN BRANCH WITH 20 percent ENHANCED CAPACITY

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 RECONSTRUCTION OF JATTANA MINOR FROM RD 0-9500 OFF TAKING AT RD 223978/L OF BHAKHRA MAIN BRANCH WITH 20% ENHANCED CAPACITY (BY CONCRETE LINING M-15 CONCRETE MIX, MIXED IN AUTOMATIC BATCHING AND MIXING PLANT CARRIED TO SITE OF WORK IN TRANSIT MIXERS LAID MANUALLY WITH SPECIFIED THICKNESS).

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 )

Ordinary Jungle Clearance of both banks of running Disty., Minors and Drains including Boundary road (a) Discharge upto 1.5 cumecs

Dismentalling Of Brick Work

Earthwork Excavation from canal 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 (cutting)

Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead 3 Km( Rural)

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction

Dressing of Earthwork

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

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

Dressing side slopes and preparation of sub grade for linning

Putting 1:3 (cement:water) cement slurry with cement @ 2.25 kg/sqms as on prepared bed and side slopes before laying concrete on bed and side slopes.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Providing & laying LDPE Film 150 micron over sleepers

Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect

Providing and laying cement concrete lining 10cm thick or less ( 75mm) laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. for Lining

Providing and laying cement concrete lining 10cm thick or less ( 75mm) laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. for Sleeper

Providing and laying cement concrete lining 10cm thick or less ( 75mm) laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. for Coping

Filling contraction joints with special impervious hot pour .

Dressing of dowel along water carring channel in addtion to payment for dressed earth work

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Cement Conc 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.

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.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Painting new letters and figures of black synthetic enamel paint to an even shade

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry.

Extra labour for dressing of bricks on O.F. and APM type outlets (ii) With 'H' more than 0.5 m. but upto 0.9m

Adjusting A.P.M. to the correct 'Y' and fixing in position:-

1st Class burnt Brick work laid in csm1:3 in foundation & Plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centering shuttering. For slab

Supply of new APM,Open Flume Block

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.

Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed.

Laying cement concrete in 1:2:4 with stone ballast or shingle with machine mixed.

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

10 mm thick Cement Plaster 1:4

Applying Priming Coat with cement primer in all shade in newly plastered or concrete exterior surface