Water Resources Department Tender
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Costs
EMD
₹ 12,25,741Document Cost
₹ 1,000Tender Fee
₹ 5,900
Summary
Estimate For Rehabilitation,renovation And Modernization Of Shahpurkandi Channel No 03(phase-2)
Description
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Contact
Tender Id
2024_WR_131245_1Tender No
51/110ATender 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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(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.
264.22
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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.
4563.75
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(10.11) Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge
(ii) mixing by mechanical means using concrete mixer volumetric type
2.06
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(13.54) Extra bitumen painting at 0.69 Kg. per sqm
775.29
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(19.2) Dressing side slopes and preparation of sub grade for lining.
20107.73
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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
19751.02
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(19.16) Filling expansion joints with special impervious hot pour 12.5mm wide.
860.62
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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
4912.41
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(19.38) 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 from 0 upto 450m
84443.61
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((b)) Disposal/ carraige additional beyond 450m upto 1Km
84443.61
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((c)) Disposal/carriage for additional 1 Km to 3Km
84443.61
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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) (For lining , coping and sleepers)
1278.69
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(21.7) Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
(A) PCC Grade M15
168.92
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(C) RCC Grade M20
((ii)) With Batching Plant, Transit Mixer and Concrete Pump
6.23
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(E) RCC Grade M25
((ii)) With Batching Plant, Transit Mixer and Concrete Pump
986.83
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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.
372.87
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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
1072.03
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(G) RCC Grade M-30
((a)) Height upto 5m
((ii)) Using Batching Plant, Transit Mixer and Concrete Pump
369.16
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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
64
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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
6260.71
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(22.1) Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
(C) RCC Grade M 30-For solid slab.
(C.1) Using Concrete Mixer
((b)) For T-beam & slab-including centering and shuttering
((i)) Height up to 5m
5.38
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(E) RCC/PSC Grade M-40
(E.1) Using Concrete Mixer
((b)) For T-beam & slab-including centering and shuttering
((i)) Height up to 5m
84.61
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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)
16
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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.
568.07
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(23.29) Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.
1159.94
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(23.33) Filling of stone into MSA wire crates hand packed
128.02
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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.
73532.52
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( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
73532.52
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((iii)) Extra for rolling to specifications.
73532.52
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(24) Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :-
(26.24(a)) Discharge upto 1.5 cum/s
4.89
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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
48
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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
20
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Providing, laying and fixing of Distance Marks including transportation. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge
16
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Providing, laying and fixing of Distance Marks including transportation. Complote in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge
32
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Providing, Laying and fixing of Di-dk-7 pipe of 150 mm dia outlet Non-petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer-m-charge
8
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Providing, Laying and fixing of Di-dk-7 pipe of 150 mm dia outlet petrolling side Complete in all respect as per drawings, designs, specifications and instructions of Engineer in-charge
1
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Providing. Laying and fixing of Tail cluster Bifurcation including dismantling of old sail clusters Complete in all respect as por drawings, designs, specifications and instructions of Engineer in-charge
1
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Providing, laying, fixing, and jointing of PVC pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing, and testing complete as per specifications, using 160 mm o/d PVC pipe of 4 Kgf/sqcm.
179.12
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Supply of boulder as per department specification, including carnage, loading, unloading, stacking and re carriage if any from govt approved quarry to the site of work
128.02
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Filling contraction joint with impervious hot pour as per design and technical specifications
5477.48
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(21.3) Sand Filling in Foundation Trenches as per Drawing & Technical Specification
92.52
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(21.33) Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
(21.33) Supplying, fitting and Placing HYSD bar reinforcement in substructure as per drawing and technical specifications.
204.55
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filling expansion joint with special bituminous material for joint size approx. 375 mm deep and 20 mm wide
122.8
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any other item
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