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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC low |
| 2 | L2₹1.7 LRejected-AOC VILLAGE KHARI KALAN PO CHOLANG DISTT JALANDHAR | JALANDHAR | ₹1.7 L | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | AVTAR SINGH CONTRACTOR L1 | GURJIT SINGH CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.00 | 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 | 9.57 | Cum | 110.5 ₹1,057.49 | 118.24 ₹1,131.56 |
| 2.00 | 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 300mm i/d pipe | 9.15 | Mtr | 596 ₹5,453.40 | 637.72 ₹5,835.14 |
| 3.00 | 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. | 19.44 | Cum | 205 ₹3,985.20 | 219.35 ₹4,264.16 |
| 4.00 | Cement conc.1:4:8 with brick ballast | 0.89 | Cum | 4,600 ₹4,094 | 4,922 ₹4,380.58 |
| 5.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 0.34 | Cum | 5,800 ₹1,972 | 6,206 ₹2,110.04 |
| 6.00 | First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth | 10.13 | Cum | 5,900 ₹59,767 | 6,313 ₹63,950.69 |
| 7.00 | 10 mm thick cement plaster with cement mortar 1:4 on bed | 15.83 | Sq.Mtr | 136 ₹2,152.88 | 145.52 ₹2,303.58 |
| 8.00 | 10 mm thick cement plaster with cement mortar 1:4 on side walls | 26.73 | Sq.Mtr | 180 ₹4,811.40 | 192.6 ₹5,148.20 |
| 9.00 | RCC work hand mixed 1:2:4 for slab excluding Steel reinforcement up to 60 kg per cum | 0.19 | cum | 1,020 ₹193.80 | 1,091.4 ₹207.37 |
| 10.00 | 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).300mm i/d Sluice Valves flanged | 1 | Each | 30,000 ₹30,000 | 32,100 ₹32,100 |
Updated dates
Tender Value
₹1.6 L
EMD Value
₹3,116
Closing Date
3 Feb 2026, 12:00 pmClosed
Executive Engineer
Ropar Canal and Ground Water Division WRD Punjab
Estimate for linking of Maholi minor with pond of village Maherna Kalan.
2025_WR_143786_2
26/22A/2025-26
Open Tender
Civil Works
180 days
village maherna kalan dist ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹3,116
Ropar Canal and Ground Water Division WRD Punjab
6 May 2026
31 Oct 2025
3 Feb 2026
31 Oct 2025
3 Feb 2026
31 Oct 2025
4 Nov 2025
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 300mm 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 conc.1:4:8 with brick ballast
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle
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 60 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-in- charge).300mm i/d Sluice Valves flanged
Providing & fixing of Mechanical Flowmeter 300mm .
Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
Foot Rest for Manhole. (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.)
Providing RCC NP-2 Plain end pipe i/d 300 mm dia with RCC collar.
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