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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC | ₹41.3 L Quoted ₹42.7 L | L1 | Accepted-AOC low |
| 2 | L2₹43.4 L+₹68,225.13 (1.60%)Rejected-AOC | ₹43.4 L+₹68,225.13 (1.60%) | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | Godawari Constructions L2 | VICTORIA ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | 119.14 | Cum | 88 ₹10,484.32 | 85 ₹10,126.9 Lowest |
| 2.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 3.91 | Km | 550 ₹2,150.5 | 500 ₹1,955 Lowest |
| 3.00 | Dressing of Bed and preparation of sub grade for lining. | 1,678.97 | Sqm | 15 ₹25,184.55 | 12 ₹20,147.64 Lowest |
| 4.00 | 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. | 6.79 | Cum | 550 ₹3,734.5 | 500 ₹3,395 Lowest |
| 5.00 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | 8.92 | Sqm | 2,500 ₹22,300 | 2,000 ₹17,840 Lowest |
| 6.00 | 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 (e) 300mm i/d pipe | 7.32 | Mtr | 2,000 ₹14,640 | 1,800 ₹13,176 Lowest |
| 7.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | 471.06 | Cum | 7,800 ₹36,74,268 | 7,700 ₹36,27,162 Lowest |
| 8.00 | 10mm thick Cement Plaster 1:4 ( for side walls ) | 1,507.96 | Sqm | 190 ₹2,86,512.4 | 185 ₹2,78,972.6 Lowest |
| 9.00 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) | 947.4 | Sqm | 130 ₹1,23,162 Lowest | 130 ₹1,23,162 Lowest |
| 10.00 | Supply & laying Dry Brick Bats | 6.96 | Cum | 1,250 ₹8,700 | 1,200 ₹8,352 Lowest |
Tender Value
₹37.3 L
EMD Value
₹74,614
Closing Date
17 Apr 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate for brickwork lining of watercourse of outlet at RD 13220/R of Gill Minor.
2026_WR_161641_3
68/22A/2025-26
Open Tender
Civil Works
Item Rate
90 days
village raikot Distt. Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹74,614
office of Executive Engineer,Ropar canal and GWD
10 Jun 2026
9 Apr 2026
17 Apr 2026
10 Apr 2026
17 Apr 2026
10 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods | - | Cum | - | - |
| 2 | Dag belling single kassi stroke minimum 7.5 cm depth. | - | Km | - | - |
| 3 | Dressing of Bed and preparation of sub grade for lining. | - | Sqm | - | - |
| - | 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. | - | Cum | - | - |
| - | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications | - | Sqm | - | - |
| - | 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 (e) 300mm i/d pipe | - | Mtr | - | - |
| - | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls | - | Cum | - | - |
| - | 10mm thick Cement Plaster 1:4 ( for side walls ) | - | Sqm | - | - |
| - | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) | - | Sqm | - | - |
| - | Supply & laying Dry Brick Bats | - | Cum | - | - |
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