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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC VILLAGE KHARI KALAN PO CHOLANG DISTT JALANDHAR | JALANDHAR | ₹10.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹11.0 LRejected-AOC KOTHI NO 5 A BAGHI ROAD DASHMESH NAGAR FEROZPUR DISTT FEROZPUR | ₹11.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | LALIT KUMAR CONTRACTOR L2 | GURJIT SINGH CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means JCB or Hydraulic excavator in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint hole, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing etc. and removal of surplus soil outside/inside the town involving lead upto 15 mtr. complete in all respect. | 1,596.61 | cum | 107.85 ₹1.7 L | 106 ₹1.7 L |
| 2.00 | 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. | 105.44 | cum | 220.5 ₹23,249.52 | 215 ₹22,669.60 |
| 3.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement. | 62.14 | cum | 7,705 ₹4.8 L | 6,800 ₹4.2 L |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 167.83 | sqm | 198.69 ₹33,346.14 | 194 ₹32,559.02 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 33.54 | sqm | 152.65 ₹5,119.88 | 149 ₹4,997.46 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1.24 | cum | 10,615.95 ₹13,163.78 | 10,339.01 ₹12,820.37 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 8.53 | cum | 6,316.97 ₹53,883.75 | 6,153 ₹52,485.09 |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 10.73 | cum | 5,038.59 ₹54,064.07 | 4,908 ₹52,662.84 |
| 9.00 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | 1,224.97 | Mtr | 136.15 ₹1.7 L | 133 ₹1.6 L |
| 10.00 | Lowering jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) | 20 | Mtr | 90.76 ₹1,815.20 | 89 ₹1,780 |
Tender Value
Refer Docs
EMD Value
₹60,960
Closing Date
22 Apr 2026, 12:00 pmClosed
Executive Engineer harike Canal Division Ferozepur
Executive Engineer harike Canal Division Ferozepur
LAYING UNDERGROUND PIPELINE AT OUTLET RD 3500-R OF MAYAWAH DISTY
2026_WR_160113_29
0041/Harike Canal Division/2025-26
Open Tender
Civil Works - Canal
Executive Engineer harike Canal Division Ferozepur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹60,960
13 May 2026
17 Apr 2026
22 Apr 2026
17 Apr 2026
22 Apr 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation by mechanical means JCB or Hydraulic excavator in trenches for pipelines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade, cutting joint hole, refilling consolidation, including the cost of diversion for traffic, crossing over trenches for access to the houses, watching, fencing etc. and removal of surplus soil outside/inside the town involving lead upto 15 mtr. complete in all respect. | - | cum | - | - | t1 |
| 2 | 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 | - | - | t2 |
| 3 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement. | - | cum | - | - | t3 |
| 4 | 10mm thick cement plaster 1.4 on sides walls | - | sqm | - | - | t4 |
| 5 | 10mm thick cement plaster 1:4 on bed and top. | - | sqm | - | - | t5 |
| 6 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | - | cum | - | - | t6 |
| 7 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | - | cum | - | - | t7 |
| 8 | Cement concrete 1:4:8 with brick ballast 40mm gauge | - | cum | - | - | t8 |
| 9 | Lowering, jointing and cutting of RCC NP-2 plain end pipes 300 mm dia laying same to correct gradient and alignment and jointing ends and fixing collars with cement mortar 1:2 as per IS 458:2003 in all depths complete in all respect. | - | Mtr | - | - | t9 |
| 10 | Lowering jointing and cutting of RCC NP-2 plain end pipes 150 mm dia for vent pipe into Trenches and laying same to correct alignment as per IS 458:2003 ( @2.50 metre / No) | - | Mtr | - | - | t10 |
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