Water Resources Department Tender
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Costs
EMD
₹ 76,854Document Cost
₹ 1,000Tender Fee
₹ 4,534
Description
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Contact
Tender Id
2024_WR_119348_3Tender No
30/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type
6.07
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First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
29.79
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10mm thick Cement Plaster 1:4
59.96
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10mm thick Cement Plaster 1:4 on floors.
13
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Dressing side slopes and preparation of sub grade for lining.
9.02
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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
5.71
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Filling expansion joints with special impervious hot pour 12.5mm wide.
350.69
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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 m depth
7.23
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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 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 Side slope
6.01
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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.
9.27
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
1.69
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
5.54
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump
124.76
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.
18.55
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double
Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. 400mm i/d pipe lines laid complete
15.25
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. 500mm i/d pipe lines laid complete
32.31
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI 400mm i/d Sluice Valves flanged
1
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). Class PN-1 as per ISI 500mm i/d Sluice Valves flanged
2
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Providing orange colour safety footrest of minimum 6mm thick plastic
encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
15
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Providing, lowering 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. R.C.C. Pipe NP -2 800mm i/d pipe
53.35
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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion joint & Contraction joint. Complete in all respect.
6.32
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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
0.38
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Shuttering for faces of concrete foundations and foundation beam & plinth
beam (vertical or battering)
10.32
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Excavation in Soil (any type) using Hydraulic Excavator
CK 90 and Tippers with Disposal up to 450 metres.
Excavation for roadwork in soil with hydraulic excavator
of 0.9 cum bucket capacity including cutting and
loading in tippers, trimming bottom and side slopes, in
accordance with requirements of lines, grades and
cross sections, and transporting to the embankment
location within all lifts and lead up to 450m
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