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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAccepted-Finance | ₹44.6 L | L1 | Accepted-Finance Low |
| 2 | L2₹46.3 L+₹1.6 L (3.70%)Accepted-Finance ROPAR CANALS AND GROUND WATER MODEL JAL SAROT VIBHAG PUNJAB ROPAR | ₹46.3 L+₹1.6 L (3.70%) | L2 | Accepted-Finance High |
| Sl No | Description | Qty | Unit | DEEP ENTERPRISES L2 | SHRI SHYAM CONTRACTORS L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade cutting joint holes 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 out side /inside the town involving lead upto 15 meter complete in all respect | 11,435.3 | cum | 103 ₹11,77,835.9 | 98.5 ₹11,26,377.05 Lowest |
| 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. | 244.64 | cum | 210 ₹51,374.4 | 200 ₹48,928 Lowest |
| 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 . | 129.44 | cum | 7,650 ₹9,90,216 | 7,500 ₹9,70,800 Lowest |
| 4.00 | 10mm thick cement plaster
1.4 on sides walls (-) Rs.1. 25/- for scaffolding. | 322.14 | sqm | 195 ₹62,817.3 | 180 ₹57,985.2 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top. | 107.18 | sqm | 142 ₹15,219.56 | 135 ₹14,469.3 Lowest |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 2.49 | cum | 9,536 ₹23,744.64 | 9,522 ₹23,709.78 Lowest |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 31.18 | cum | 5,650 ₹1,76,167 | 5,500 ₹1,71,490 Lowest |
| 8.00 | Cement concrete 1:4:8 with brick ballast 40mm gauge | 29.02 | cum | 4,450 ₹1,29,139 | 4,410 ₹1,27,978.2 Lowest |
| 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. | 6,502.67 | metre | 236 ₹15,34,630.12 | 226 ₹14,69,603.42 Lowest |
| 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) | 12.5 | metre | 90 ₹1,125 | 85.32 ₹1,066.5 Lowest |
Tender Value
₹41.5 L
EMD Value
₹82,903
Closing Date
14 Aug 2026, 11:00 amClosed
Executive Engineer
office of Executive Engineer,Ropar canal and GWD
ESTIMATE FOR LAYING OF UNDERGROUND RCC PIPELINE FOR OUTLET RD 4050-L OF 1-L MINOR OF MALOUD DISTRIBUTARY
2026_WR_168601_1
15/22A/2026-27
Open Tender
Pipe Laying Works
Item Rate
90 days
village lehal, Payal
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
₹82,903
office of Executive Engineer,Ropar canal and GWD
2 Sept 2026
19 May 2026
14 Aug 2026
19 May 2026
14 Aug 2026
19 May 2026
28 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical (JCB or hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including and dressing sides levelling of beds of trenches to correct grade cutting joint holes 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 out side /inside the town involving lead upto 15 meter complete in all respect | 11,435.3 | cum | - | - |
| - | 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. | 244.64 | cum | - | - |
| - | First class brick masonary 229 mm thick laid in cement sand mortar 1.6 in foundation and plinth including supply recarriage of bricks cement . | 129.44 | cum | - | - |
| - | 10mm thick cement plaster
1.4 on sides walls (-) Rs.1. 25/- for scaffolding. | 322.14 | sqm | - | - |
| - | 10mm thick cement plaster 1:4 on bed and top. | 107.18 | sqm | - | - |
| - | Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement | 2.49 | cum | - | - |
| - | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle | 31.18 | cum | - | - |
| - | Cement concrete 1:4:8 with brick ballast 40mm gauge | 29.02 | 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. | 6,502.67 | 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) | 12.5 | metre | - | - |
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