Water Resources Department Tender
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Costs
EMD
₹ 4,44,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129834_2Tender No
009/FazilkaCanal/2024-25 dated 13/11/2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering) (CSR item no. 9.1)
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Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.12)
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Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver) (CSR item no. 19.40)
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Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40)
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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54)
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Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73)
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Filling expansion joints with special impervious hot pour 12.5 mm wide. (CSR item no. 19.16)
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Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i)
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Supply and fixing distance Marks.
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Providing boundary pillars.
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Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m. (CSR item no. 6.19)
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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 masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (CSR item no. 6.6) )
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Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly including cutting and loading in Trolley and transporting to the embankment locations with all lifts and and leads including cost of earth complete in all respect, but excluding royalty. (CSR item no. 19.38-a,b,c)
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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/b)
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Providing and filling joints sealing compound with coarse sand and six percent bitumen by weight complete as per drawings and technical clause 2605 of MORTH specifications (CSR 24.61 b)
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PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications height upto 5m (CSR item No. 21.32 (a)
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Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (CSR item no: 21.4)
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Laying Plain Cement Concrete 1:4:8 nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (CSR item no: 10.11-b(ii))
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Laying Plain Cement Concrete 1:2:4 nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (CSR item no: 10.13-a(ii))
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-20 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Batching plant, Transit mixer and Concrete Pump. (CSR Item no: 21.32 (E/ii).
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Batching plant, Transit mixer and Concrete Pump. (CSR Item no: 21.32 (F/ii).
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Batching plant, Transit mixer and Concrete Pump. (CSR Item No. 21.32-G/ii)
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in super-structure complete as per drawing Technical specifications height upto 5 mtr using using Batching plant, Transit mixer and Concrete Pump for solid slab including centering and shuttering (CSR Item No.22.1-C/b/i)
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HYSD Bars Fe 500 grade as per IS 1786-1985, for RCC works, where including in the complete rate of RCC incl bending and placing in position complete (CSR item no. 21.33)
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Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii)
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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. (CSR item no: 16.17 )
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )
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Providing weep holes in Brick masonary/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 IV:20H towards drawing and technical specification (CSR item no:21.35)
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B)
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Earth work excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work (CSR item no. 6.2-f)
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Earth work in excavation of foundation of structures as per drawing and technical specification incl 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. In ordinary soil (B) mechanical means (a) depth upto 3m (CSR 21.1/b-a)
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.(CSR 22.12 A)
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Structural steel work in angle and T for railing ( CSR item no. 18.3 a)
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Providing, laying , jointing, fixing and testing ISI marked GI pipe (as per IS:1239) B class premium i/c cost of special (such as tees,bends,sockets,elbows etc) 65mm i/d for railing ( CSR item no. 28.36-g)
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Excavation of soil using Hydraulic Excavator and Hydraulic Tractor trolley i/c cutting and loading in trolley and transporting to the embarnkment locations with combined lead 1 KM i/c First 1 Km Katcha with all lifts and leads (Csr item No 19.38(a,b,c))
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Preparing, watering and ramming surface for laying concrete (CSR 10.35(i)
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Rehandling of earthwork with lead 30 meters (CSR 6.2)
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Earth work involved in constructing new O.F, APM or OSM type outlets with H upto 0.5m (CSR item no. 20.1-d i)
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Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' Up to 0.5 m. CSR ITEM NO. 20.10 (i)
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Adjusting APM to the correct 'Y' and fixing in position, In case of new outlet where no dismantling and reconstructing of gullet wall is involved. (CSR item no. 20.4-a)
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR item no. 9.8)
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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. 7986-976 with Bt = 0.2 ft= 6.1 cm (min wt 65 kg)(CSR item no. 20.15-i)
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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. 7986-976 with Bt = 0.25 ft= 7.6 cm (min wt 68 kg)(CSR item no. 20.15-ii)
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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. 7986-976 with Bt = 0.32 ft= 9.9 cm (min wt 72 kg)(CSR item no. 20.15-iii)
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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. 7986-976 with Bt = 0.40 ft= 12.2 cm (min wt 76 kg) (CSR item no. 20.15-iv)
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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. 7986-976 with Bt = 0.50 ft= 15.2 cm (min wt 80 kg)(CSR item no. 20.15-v)
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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. 7986-976 with Bt = 0.80 ft= 24.4 cm (min wt 84 kg)(CSR item no. 20.15-vi)
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Providing, lowering RCC Hume NP-2 Pipe 900mm i/d in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (CSR Item no. 29.46/B/K)
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Supply,bending and fixing of Rungs, as per IS code 3873-1993 (CSR item no. 19.17)
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Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed.(CSR item no. 22.23 A)
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. (CSR item no. 29.47/I/k)
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Supply of Manually operated Cast iron Sluice Gate of circular opening of 925 mm, single faced, rising spindle, upward opening, flush bottom closing type ( As per IS 3042) i/c carriage, anchorage, comissioning and testing at the site, complete in all respect
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