Water Resources Department Tender
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Costs
EMD
₹ 5,32,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_WR_131104_1Tender No
31/22A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Disposal/carrige for every additional km upto 3.91 km
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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(24.5 c (i))
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Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(24.5 c (ii))
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Extra for rolling to specifications.(24.5 c (iii))
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Dressing of Earthwork (new work or remodelling) (6.3 i)
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Extra for dressing of dowel.(6.12)
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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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Depth exceeding 1.5 mtr but upto 3.0 mtr
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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.(6.6)
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Dressing side slopes & preparation of sub grade for lining.(19.2)
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Dressing of Bed and prepration of sub grade for lining.(19.1)
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Putting (1:3) (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.(19.12)
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Cement concrete lining 10 cm thick or less with mechanical paver 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 with an average lead of 1 km. (concrete lining on bed and on slide slopes upto vertical height 2.0) (19.36 a)
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Cement concrete M-15 laid manually for Sleepers and Coping with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an
average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII
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Filling Contraction Joint with sealing compound complete in all respect.(19.16)
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Filling expansion joints with special impervious hot pour 12.5mm wide.(19.16)
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Extra bitumen painting at 0.69 Kg. per sqm.(13.54)
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Polyethene films/ sheet of 100, 125, 150, 200, 250 micron (M-73)
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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
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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
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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
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Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type .(10.10(a)(ii))
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.(11.9)
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure. (10.20)
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)(9.10)
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Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.(9.80)
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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.(18.18)
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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. 0.20 ft = 6.1 cm (mm wt 65 kg) (20.15 i)
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Laying Cement Concrete 1:3:6 with stone ballast or shingle mixing by Mechanically Means using Concrete Mixer (10.12-a(ii))
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in
foundation and plinth.. (10.15)
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(6.19) 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.
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(8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement
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(8.6) Dismantling concrete ((c) ) Cement concrete plain 1:3:6 mix
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(8.31) Scraping ((e)) Bricks dismantled from brick work in lime or cement.
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Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
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(11.7) First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
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(11.8) First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.
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(19.1) Dressing bed and preparation of sub grade for lining.
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(19.2) Dressing side slopes and preparation of sub grade for lining.
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(19.19) Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing (a)) 0 to 1.5 m depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing ((b)) depth exceeding 1.5 ms but upto 3.0 ms.
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(19.32) Laying brick on edge coping 356mm wide and 115mm thick in cement sand mortar 1:3
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((a)) Disposal/carraige for an avg. lead 450m kaccha
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Compaction (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
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( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
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((iii)) Extra for rolling to specifications.
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(25.6) Making dewatering arrangement by pumping set 4 *4 (Tractor driven)
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(M-12) Bricks First Class (Clay/Fly Ash) (at kiln site):- (Note:- District wise rates for Bricks / tiles attached at Annxure-II) ((d)) Brick bats from well burnt or burnt bricks.
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(M-72) E.C. Bag Plastic 50 kg
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Providing and fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of engineer in charge 80 x 12 mm Th.
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Providing of bulb seal and fixing in position including preparation of surface complete in all respects and to entire satisfaction of engineer in charge 100/44.
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Providing and fixing stainless steel nuts and bolts of all sizes and length required.
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Dismentling of damaged wire/de linking gates and host mechanism.
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Supply & installation of new steel wire rope in position including linking gate and host mechanism for smooth balance operation including oiling and greasing complete in all respect as per specifications 637 is code 2266 and to entire satusfaction of entgineer in charge (25mm)
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Removing damaged old rubber seal bulb of flat including clamp plats of all sizes and types.
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Zigs and fixture, gas tools and plants, racking and haulage arragngements for replacing damage and broken parts including carriage and other misc items complete in all respects to entire satisfaction of engineer in charge.
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35 tonne Crane for dismatling loading/unloading and fitting of Gates at site (CSR item No. 2.13 Through rate)
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Painting two coats with synthetic enamel paints on metallic surface to give an even shade including rubbing down old paints on Deck, Column, Stair and Railing etc.
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Painting two coad with Anti corrosive Bitumastic paint to give en even shade with special quality paint.
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Scrapping, Brushing to remove paint to base metal surface.
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Supply and fixing of MS cover for rope drum including cost of hinges and lifting hooks including labour charges.
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Supply of H.S Dieasel.
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Supply of multipurpose synthetic Hetiv Grease.
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U-Clamp for steel wire ropes.
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Removing and fixing Bearing complete in all respects.
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Miscellaneous minor repair of Items such as M.S,. Flats,ISA, ISMC, ISMB etc to make gates operational including labour charges.
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Removing and fixing of Roller Pin in position, complete in all respect and to entire satisfaction of enginner in charge.
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