Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 1,90,00,000
Costs
EMD
₹ 3,80,000Document Cost
₹ 10,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129934_7Tender No
E-Tendering Notice No.17/Abohar Canal Ground Water Division /2024-25 Dated 14/11/2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Ordinary Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s. Heavy
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Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m..
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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 (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 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 for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 1.5 mtr to 3.0 mtr depth
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 3.0 mtr to 4.5 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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Dressing bed and preparation 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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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with all leadComputerized Batching & Mixing plant mixed concrete lining on bed and on slide slopes upto vertical height 2.0m.
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with all leadComputerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 2m but upto
3.5m.
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with all lead Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 3.50 m but
upto 5.5 M
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with all lead Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height above 5.5 m but
upto 7.5 M
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Cement concrete lining 10cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with all lead Computerized Batching & Mixing plant mixed concrete lining on side slopes for vertical height 7.5 M and above
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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 for (With 'H' more than 0.9 m but upto 1.10m) (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 0.9 m but upto
1.10m) (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 0.9 m but upto
1.10m) (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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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. (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. (on Petrolling side) 0.20 ft = 6.1 cm (min wt 65 kg)
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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. (on Petrolling side) 0.25 ft= 7.6 cm (min wt 68 kg)
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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. (on Petrolling side) 0.32 ft= 9.9 cm (min wt 72 kg)
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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. (on Petrolling side) 40 ft= 12.2 cm (min wt 76 kg)
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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. (on Petrolling side) 0.5 ft= 15.2 cm (min wt 80 kg)
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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. (on Petrolling side) 0.8 ft= 24.4 cm (min wt 84 kg)
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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. (on Petrolling side) 1.0 ft= 30.5 cm (min wt 90 kg)
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Dismantling brick work, tile masonry or tile lining (in cement mortar)
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Dismantling concrete
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Cement concrete plain 1:4:8 or 1:5:10
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Reinforced cement concrete
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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 1:4 (Gauge Well)
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10 mm thick cement plaster 1:4 on wall (Gauge Well)
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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
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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 to 6 m
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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 above 6 m
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PCC 1:3:6 (M-10) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by 131378 viberation i/c curing for 14 days as per drawing and technical specification
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 (Height up to 5 mtr )
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RCC Grade M20 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M20 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M20 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M25 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M25 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M25 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M30 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M30 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M30 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M35 (Height upto 5m) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M35 (Height 5m to 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC Grade M35 (Above 10 mtr) With Batching Plant, Transit Mixer and Concrete Pump
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RCC M-40 Anti crash railing with footpath including centring and shuttering but excluding steel reinforcement complete in all respects.
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Providing and fixing drainage spout complete as per drawing and Technical specification.
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.
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Providing and laying 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/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
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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.
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Providing and fixing tar paper bearing on abutment cap rubbed smooth.
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Providing and filling joint sealing compound as per drawing and Technical specifications.
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Providing & fixing 25 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications.
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Making Bore & installation of pumping set for dewatring arrangement complete in all respect.
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Providing running & maintenance of pumping set 8 H.P/Generator set for dewatring arrangement complete in all respect.
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Making dewatering arrangement by pumping
set 4'' *4'' (Tractor driven)
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Providing and laying 75 mm thick Wearing coat consistingof 50 mm thick bituminious concrete and 25 mm thick mastic asphalt including tack coat.
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Structural steel work in angles, tees, flats, riveted,
including cutting, fixing all gusset plates, bolts,
nuts, rivets etc. with hoisting and erecting in
position.For roof truss, well curbs, plate girders etc.
of any span for building for bridges upto
15M span
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Back filling behind abutment, wing wall and
return wall complete as per drawing and Technical
Specification Granular material
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Any other item
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