Water Resources Department Tender
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Costs
EMD
₹ 13,000Document Cost
₹ 500Tender Fee
₹ 767
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_132031_2Tender No
47/24-25Tender 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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Dressing of Earth work ( NEW )
2369.89
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12.5 mm thick cement plaster 1:4
77.35
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Cement conc.1:2:4 with shingle
0.62
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Providing ,lowering precast concrete NP-2 plain end pipes & collar with reinforcement,in trenches to correct gradient & allignment ,cutting of reinforcement cement concrete plain end pipes,stringing in trenches,jointing ends & fixing collar with cement mortar 1:2 as per IS 458-2003" into trenches for all depths & laying out same to correct alignment,gradients,levels etc complete in all respect RCC pipe NP-2 350mm i/d pipe
6.1
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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 incharge). Class PN-1 as per ISI 350mm i/d Sluice Valves flanged
1
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Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with screwed flanged as per IS:1536, class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,including cost of nut bolts and rubber insertion complete including all cartage 350mm i/d pipe lines laid complete
10
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Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road
0.34
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1.2 meter high G.I. barbed wire fencing with 1.8 meter angle iron posts 40x40x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 9 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications
621.8
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Supply, installation, testing and commissioning of 1 No. of mechanical flowmeter 150mm diameter at existing canal water recharge sites in Punjab as per given specifications including the cost of fitting such as tail pieces, D joints, nut and bolts
1
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Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects. ((a)) Earth work upto 1.5 m.
0.96
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First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
8.07
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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 foundation and plinth.
0.06
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Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 415 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete.
0.05
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cement concrete 1:4:8 with stone ballast 40mm gauge mixing with manual
1.86
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