Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date3 Feb 2025
Closing DateCancelled
Tender Amount₹ 33,61,179
Costs
EMD
₹ 67,224Document Cost
₹ 5,000Tender Fee
₹ 3,966
Summary
Estimate For The Construction Of Pond
Description
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Contact
Tender Id
2025_WR_133955_1Tender No
54Tender 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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Dressing bed and preparation of sub grade for lining.(19.1)
1042
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Dressing side slopes and pre
paration of sub grade for lining.(19.2)
1298.9
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Stone or Kankar block pitching:- On slopes of guide bandh and protection works(23.42) b
286.34
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-
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Grouting stone filling or pitching:- with mortar (23.45)
954.47
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-
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Cement concrete 1:3:6 mixing by mechanical means using concrete
mixer volumetric type (10.12)
60.57
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Reinforced cement concrete M-25mechanically 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 (10.16)
96.12
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth (11.7)
48.33
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Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 19.19 (C)
3.66
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Brick Lining 7.5 cm thick in 1:3 cement sand mortar overde including 12.5 mm thick base plaster 1:5 over dressed sub grade including laying, trenches and jointing of low density polyethlene on side slopes(19.21)(b)(1)
12.2
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Laying brick on edge coping 550mm wide and 115mm thick in cement sand mortar 1:3(19.33)
4
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Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts,screws, welding rod complete fixing in position(18.4)
15.82
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 4 kgf pressure 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 gradient, cutting, jointing and testing complete as per specifications.
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160mm o/d uPVC pipe of 2.5 Kgf/sqcm
700
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LED Based SPV Street Lightening Systems 12 watt,75 SPV Module,12. 8V-30Ah, Lithium Ferro Phosphate Battery(2000 cycles) 5Mtr Hot dippedGI Pole 76.1 mm OD,3.6MM THICK&38Kgweight (+10) 70 Micron Zinc coated
4
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1.8 meter high G.I. barbed wire fencing with 2.4
meter angle iron posts 50x50x6mm 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 12 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.(24.43)
284
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-
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Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (ii) mixing by mechanical means using concrete mixer volumetric type
1.78
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Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type
0.68
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type concrete mixer as per IS:1791 and vibrated by needle vibrator including steel reinforcement @ 60kg per cum centring and shuttering in foundation and plinth.
0.36
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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.
38.88
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Centering & shuttering for foundation & plinth
2.24
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Foot Rest for Manhole. (1) 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 manufacturer‘s 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.
10
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10mm thick Cement Plaster 1:4
50.98
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10mm thick cement plaster 1 : 4 on floors.
2.4
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Supply & Installation of Flow Meter (160 mm dia) Mechanical Type complete in all respect
1
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Supply & Installation of Flow Meter (180 mm dia) Mechanical Type complete in all respect
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). (A) Class PN-1 as per ISI (d) 150/160 mm 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). (A) Class PN-1 as per ISI (d) 180/200 mm i/d Sluice Valves flanged
1
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Providing, Laying, fixing & jointing of U.P.V.C pipes of superior make @ 2.5 kgf pressure 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 gradient, cutting, jointing and testing complete as per specifications
-
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180mm o/d uPVC pipe of 2.5 Kgf/sqcm
350
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