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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.6 LAccepted-AOC | 1 | Accepted-AOC awarded | |
| 2 | 2₹1.7 L+₹5,689 (3.56%)Rejected-Finance | 2 | Rejected-Finance HIGH BIDDER |
Tender Value
₹2.6 L
EMD Value
₹5,247
Closing Date
21 Jan 2025, 10:00 amClosed
Executive Engineer
FARIDKOT CANAL AND GW DIVISION FARIDKOT
Estimate for connection of existing ponds with canal water under Dhaipai Sub division, Dhaipai.
2025_WR_132421_1
Estimate for connection of existing ponds with canal water under Dhaipai Sub division, Dhaipai.
Open Tender
Civil Works - Canal
Item Rate
40 days
Dhaipai
Pre Qualification Details
2 documents required · 2 mandatory
₹500
Yes
₹5,247
Yes
Faridkot
15 May 2025
7 Jan 2025
22 Jan 2025
7 Jan 2025
21 Jan 2025
7 Jan 2025
14 Jan 2025
Amount
Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area 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, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. upto 1.5mtr depth
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 -2 150 mm i/d pipe
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.
Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concretemixer volumetric type
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth
10 mm thick cement plaster with cement mortar 1:4 on bed
10 mm thick cement plaster with cement mortar 1:4 on side walls
RCC work hand mixed 1:2:4 for slab excluding Steel reinforcement up to 80 kg per cum
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).150mm i/d Sluice Valves flanged
Dismantling brick work tile, masonry or tile lining
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
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 transitmixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
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
Supplying and installation of flowmeter (150 mm dia)
Any other Item
The Kotkapura National Co op L and C Society Ltd (BID ID -611662)
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