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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.4 LAccepted-Finance | ₹35.4 L | L1 | Accepted-Finance low |
| 2 | L2₹35.7 LAccepted-Finance VILLAGE KHARI KALAN PO CHOLANG DISTT JALANDHAR | JALANDHAR | ₹35.7 L | L2 | Accepted-Finance 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. | 8,797.83 | Cum | 104 ₹9.1 L | 106 ₹9.3 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. | 246.15 | Cum | 207 ₹50,953.05 | 210 ₹51,691.50 |
| 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 . | 115.25 | Cum | 8,050 ₹9.3 L | 8,052 ₹9.3 L |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls | 282.15 | Sqm | 199 ₹56,147.85 | 200 ₹56,430 |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 79.83 | Sqm | 155 ₹12,373.65 | 157 ₹12,533.31 |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 2.62 | Cum | 10,400 ₹27,248 | 10,402 ₹27,253.24 |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle mixing by manual means | 19.62 | Cum | 5,750 ₹1.1 L | 5,752 ₹1.1 L |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge mixing by manual means | 23.85 | Cum | 4,550 ₹1.1 L | 4,552 ₹1.1 L |
| 9.00 | Lowering, jointing of RCC NP-2 plain end pipes 400 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. | 4,705.19 | Metre | 240 ₹11.3 L | 242 ₹11.4 L |
| 10.00 | 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) | 47.5 | Metre | 99 ₹4,702.50 | 101 ₹4,797.50 |
Updated dates
Tender Value
₹30.7 L
EMD Value
₹61,479
Closing Date
11 May 2026, 11:00 amClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate for laying underground pipeline for watercourse at RD 5430-L of 1L Minor of Malaudh Disty
2026_WR_161908_2
71/22A/2025-26
Open Tender
Pipe Laying Works
90 days
Chomon village, located near Ludhiana
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹61,479
office of Executive Engineer,Ropar canal and GWD
18 May 2026
18 Apr 2026
11 May 2026
18 Apr 2026
11 May 2026
18 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | Cum | - | - |
| 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 | - | - |
| 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 | - | - |
10mm thick cement plaster 1.4 on sides walls | - | Sqm | - | - | |
10mm thick cement plaster 1:4 on bed and top. | - | Sqm | - | - | |
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | - | Cum | - | - | |
Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle mixing by manual means | - | Cum | - | - | |
Cement concrete 1:4:8 with brick ballast 40mm gauge mixing by manual means | - | Cum | - | - | |
Lowering, jointing of RCC NP-2 plain end pipes 400 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. | - | Metre | - | - | |
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) | - | Metre | - | - |
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