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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-AOC | ₹5.2 L | L1 | Accepted-AOC accepted |
| 2 | L2₹5.5 L+₹30,481.85 (5.86%)Rejected-Finance FEROZEPUR | ₹5.5 L+₹30,481.85 (5.86%) | L2 | Rejected-Finance due to higher rate |
| Sl No | Description | Qty | Unit | Brar Construction Company L1 | Samual Labour Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.
Earth work upto 1.5 m. Depth for All classes of soil except rocky | 1 | Cum | 99 ₹99 Lowest | 102 ₹102 |
| 2.00 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.
Exceeding 1.5 m depth but not exceeding 2.25 m depth for All classes of soil except rocky | 1 | Cum | 205 ₹205 Lowest | 210 ₹210 |
| 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. | 1 | Cum | 6,800 ₹6,800 Lowest | 7,200 ₹7,200 |
| 4.00 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 1 | Cum | 160 ₹160 Lowest | 180 ₹180 |
| 5.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 1 | Sqm | 125 ₹125 Lowest | 130 ₹130 |
| 6.00 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | 9,000 ₹9,000 | 8,500 ₹8,500 Lowest |
| 7.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1 | Cum | 5,200 ₹5,200 Lowest | 5,500 ₹5,500 |
| 8.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | 4,300 ₹4,300 Lowest | 4,500 ₹4,500 |
| 9.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 1 | Cum | 400 ₹400 Lowest | 420 ₹420 |
| 10.00 | Lowering, jointing of RCC NP-2 plain end pipes 800 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 | Metre | 90 ₹90 Lowest | 95 ₹95 |
Tender Value
₹13.6 L
EMD Value
₹27,260
Closing Date
13 Jul 2026, 10:00 amClosed
Executive Engineer
Executive Engineer Bathinda Canal and GW division Bathinda
Laying U/G Rcc Pipeline Of O/L RD 376850/R (Khata No. 75, 76, 77, 78,79, 80, 81) Of Bathinda Branch, Village Gobindpura.
2026_WR_168623_1
10/22A/2026-27
Open Tender
Civil Works - Canal
Item Rate
Bathinda
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹27,260
20 Jul 2026
19 May 2026
13 Jul 2026
19 May 2026
13 Jul 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.
Earth work upto 1.5 m. Depth for All classes of soil except rocky | 1 | Cum | - | - |
| 2 | Earth work Excavation for pipe line in trenches and pits up to 1.5 meters depth in open area where disposal of surplus earth is done alongwith alignment, including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering of refill in 15cm layers and Restoration of unmetalled or unpaved surface to its original condition excluding cost of shoring and timbering but including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, watching, fencing etc.
Exceeding 1.5 m depth but not exceeding 2.25 m depth for All classes of soil except rocky | 1 | Cum | - | - |
| 3 | 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. | 1 | Cum | - | - |
| 4 | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 1 | Cum | - | - |
| 5 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1.25/- for scaffolding. | 1 | Sqm | - | - |
| 6 | 10mm thick cement plaster 1:4 on bed and top. | 1 | Sqm | - | - |
| 7 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 1 | Cum | - | - |
| 8 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 1 | Cum | - | - |
| 9 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 1 | Cum | - | - |
| 10 | Lowering, jointing of RCC NP-2 plain end pipes 800 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 | Metre | - | - |
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