Water Resources Department Tender
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Costs
EMD
₹ 3,88,318Document Cost
₹ 1,000Tender 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_131232_2Tender No
50/110ATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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(6.12) Dressing of dowels along water carrying channel in addition to payment for dressed earth work.
2675.61
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(6.6) 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.
144.53
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(6.18) Dag-belling:-
((a)) Single Kassi stroke minimum 7.5 cm depth.
5.36
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Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations including all lifts and leads.
16474.35
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(19.2) Dressing side slopes and preparation of sub grade for lining.
9609.14
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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
2645.04
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(19.12) 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
10059.53
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(19.16) Filling expansion joints with special impervious hot pour 12.5mm wide.
168.79
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(19.4) 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 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)
656.43
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( (i)) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.
17080.73
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( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
17080.73
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((iii)) Extra for rolling to specifications.
17080.73
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(13.54) Extra bitumen painting at 0.69 Kg. per sqm
435.87
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Supply and laying of 250 mm wide LDPE Geomembrane sheet for sleepers of 150 micron thickness as approved by Engineer-in-charge pasting on faces of sleepers including lying in position, carriage to site, jointing/welding etc. complete in all respects as per drawings, designs, specifications and instruction of Engineer-in-charge.
114.92
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Earthwork 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 in ordinary soil.
(B) Mechanical Means
(a) Depth upto 3 m
2747.95
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(21.36) Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (B) Sandy material
33.24
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(21.7) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
(A) PCC Grade M15
29.07
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(C) RCC Grade M20
((ii)) With Batching Plant, Transit Mixer and Concrete Pump
31.8
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(E) RCC Grade M25
((ii)) With Batching Plant, Transit Mixer and Concrete Pump
288.18
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(21.32) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(F) RCC Grade M25
((a)) Height upto 5m
((ii)) With Batching Plant, Transit Mixer and Concrete Pump
334.55
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(21.35) 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
16
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(21.4) Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
157.06
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Tar Papper Polythene films/Sheet of 100,125,150,200,250 Micron(below slab at abutment bed plates)
2.24
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(47) 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.
(II) NP-3 & NP4 Pipes S/S joints having internal dia meter of pipe:-
(i) 600mm i/d pipe
38
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(42) Providing, lowering in trenches to correct gradient and allignments, jointing with tytone rubber joint and cutting of RCC S/S pipes having inside HDPE. lining ISI marekd as per ISI 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 to ensure this, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer incharge including all cartage etc copmplete in all respects.
(B) R.C.C. pipe with inside H.D.P.E. lining class- NP-4
(d) 600mm i/d pipe with inside H.D.P.E. lining
92
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(21.32) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
(G) RCC Grade M-30
((a)) Height upto 5m
((ii)) Using Batching Plant, Transit Mixer and Concrete Pump
102
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(21.33) Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
55.32
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(22.1) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(E) RCC/PSC Grade M-40
(E.1) Using Concrete Mixer
((a)) For Solid slab super-structure- including centering and shuttering
((i)) Height up to 5m
20.08
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(B) Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
4
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(22.13) Painting on concrete surface: Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
121.87
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(22.16) Asphaltic Plug joint: Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.
22.72
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Providing and laying cement concrete M-15 laid manually for Sleepers with cement content 325 kg/cum mixed in automatic computerised batching and 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) including supply and carriage & loading unloading of all material complete in all respect as per PWD specification.
33.25
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Filling contraction / construction joints with sealing compound to be applied hot after applying primer coat including supply & carriage all material complete in all respect.
3305.13
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Providing, laying and fixing of Distance marks including transportation, complete in all respects.
9
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Providing, laying and fixing of Boundary Pillar including transportation, complete in all respects.
18
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Providing, laying and fixing of DI-dk-7 pipe of 150 mm dia.. outlet (patrolling side and non patrolling side) complete in all respects.
8
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Providing, laying and fixing of Tail cluster Bifurcation, complete in all respects.
1
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