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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC low |
| 2 | L2₹2.0 CrRejected-AOC ROPAR CANALS AND GROUND WATER MODEL JAL SAROT VIBHAG PUNJAB ROPAR | ₹2.0 Cr | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | Godawari Constructions L1 | DEEP ENTERPRISES L2 |
|---|---|---|---|---|---|
| 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 | 1,902.21 | Cum | 90 ₹1.7 L | 95 ₹1.8 L |
| 2.00 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-
Earth work undressed with a combined lead upto 15 metres including breaking of clods. | 2,721.11 | Cum | 120 ₹3.3 L | 122 ₹3.3 L |
| 3.00 | Dressing of New Earthwork | 280 | Sqm | 150 ₹42,000 | 175 ₹49,000 |
| 4.00 | Providing, lowering in trenches to correct gradient and alignment, jointing
with tyton rubber joint and cutting of reinforced cement concrete spigot and
202.88 M Item and quantity changed socketed ipes 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 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) 450mm i/d pipe | 202.88 | metre | 1,400 ₹2.8 L | 1,450 ₹2.9 L |
| 5.00 | Re-handling of earthwork recently executed | 1,902.21 | Cum | 60 ₹1.1 L | 62 ₹1.2 L |
| 6.00 | Dag belling single kassi stroke minimum 7.5 cm depth. | 12.04 | Km | 500 ₹6,020 | 550 ₹6,622 |
| 7.00 | Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1 | 6,070.8 | Sqm | 12 ₹72,849.60 | 15 ₹91,062 |
| 8.00 | Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | 62.43 | Cum | 710 ₹44,325.30 | 750 ₹46,822.50 |
| 9.00 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Foundation and
plinth | 2,066.78 | Cum | 7,700 ₹1.6 Cr | 8,000 ₹1.7 Cr |
| 10.00 | 10mm thick Cement Plaster 1:4 ( for side walls ) | 6,747.83 | Sqm | 180 ₹12.1 L | 190 ₹12.8 L |
Tender Value
₹1.7 Cr
EMD Value
₹3.3 L
Closing Date
20 Apr 2026, 12:00 pmClosed
Executive Engineer
office of Executive Engineer,Ropar canal and GWD
Estimate for brickwork lining of watercourse of outlet at RD 29500/ L of Talwandi Dist.
2026_WR_161631_3
68/22A/2025-26
Open Tender
Civil Works
90 days
village raikot Distt. Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹3.3 L
office of Executive Engineer,Ropar canal and GWD
26 May 2026
9 Apr 2026
20 Apr 2026
10 Apr 2026
20 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 | - | - |
Earth work excavation in ordinary soil, exclusive of compensation of earth:-
Earth work undressed with a combined lead upto 15 metres including breaking of clods. | - | Cum | - | - | |
Dressing of New Earthwork | - | Sqm | - | - | |
Providing, lowering in trenches to correct gradient and alignment, jointing
with tyton rubber joint and cutting of reinforced cement concrete spigot and
202.88 M Item and quantity changed socketed ipes 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 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) 450mm i/d pipe | - | metre | - | - | |
| 5 | Re-handling of earthwork recently executed | - | Cum | - | - |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. | - | Km | - | - |
Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1 | - | Sqm | - | - | |
Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b)) | - | Cum | - | - | |
| 9 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Foundation and
plinth | - | Cum | - | - |
10mm thick Cement Plaster 1:4 ( for side walls ) | - | Sqm | - | - |
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