Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date18 Nov 2024
Closing Soon2 Dec 2024
Tender Amount₹ 1,50,00,000 
Notes
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Costs

  • EMD

    ₹ 3,00,000
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 5,900

Description

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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 450 mtr to 1.0 Km (Kaccha) including cost of earth complete in all respect, but execluding royality

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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 Disposal/carraige for every additional Km upto 10.0 Km (Kaccha) including cost of earth complete in all respect, but execluding royality

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Excavation of soil using hydralic excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and avg. lead up to 450 mtr (Pucca) including cost of earth complete in all respect, but execluding royality

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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 450 mtr to 1.0 Km (Pucca) including cost of earth complete in all respect, but execluding royality

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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 Disposal/carraige for every additional Km upto 10.0 Km (Pucca) including cost of earth complete in all respect, but execluding royality

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Extra for compensation & royality for ordinary earth/ordinary clay taken from private land without For royality for ordinary earth/ordinary clay as pe punjab state minor mineral policy 2023

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Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications

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Dressing of Earthwork

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Dressing of Dowel

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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 mtr depth

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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 masonary in 15 cm layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

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Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

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Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer.

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Centering & Shuttering for faces of walls, partitions, retaining walls, & the like ( vertical or batening) including attached pillasters butresses etc when curved

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Filling Contraction Joint with sealing compound complete in all respect

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

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Extra Bitimen Painting at 0.69 kg. per Sqm

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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

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Providing & Fixing Distance Marks

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E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5 m but upto 0.9 m (on Petrolling side )

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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )

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Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m (on Petrolling side )

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PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type (on Petrolling side )

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (on Petrolling side )

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RCC M-20 in superstructure (on Petrolling side )

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

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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc. (on Petrolling side )

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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. (on Petrolling side )

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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976.(20.15 iii) (Average B of outlets is taken 0.20) (on Petrolling side )

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Dismantling brick work, tile masonry or tile lining (in cement mortar)

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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. (Gauge Well)

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

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First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. (Gauge well)

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10 mm thick cement plaster 1:4 on wall. (Gauge well)

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Any other item

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