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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-Finance 142 RANJIT AVENUE AMRITSAR | AMRITSAR | PUNJAB | 143001 | L1 | Accepted-Finance Lowest rates | |
| 2 | L2₹31.5 L+₹2.2 L (7.49%)Accepted-Finance | L2 | Accepted-Finance High rates |
| Sl No | Description | Qty | Unit | JSK ELECTRICALS L2 | G K CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints 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 15mtr complete in all respects | 5,172.05 | cum | 109 ₹5,63,753.45 | 101.28 ₹5,23,825.22 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. | 354.06 | cum | 223 ₹78,955.38 | 207.09 ₹73,322.29 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 | 164.69 | cum | 7,310 ₹12,03,883.9 | 6,805.49 ₹11,20,796.15 Lowest |
| 4.00 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1. 25/- for scaffolding. | 399 | sqm | 201 ₹80,199 | 186.59 ₹74,449.41 Lowest |
| 5.00 | 10mm thick cement plaster 1:4 on bed and top | 107.02 | sqm | 154 ₹16,481.08 | 143.36 ₹15,342.39 Lowest |
| 6.00 | Reinforced cement concrete 1:2:4 hand mixed | 3.86 | cum | 6,539 ₹25,240.54 | 6,087.14 ₹23,496.36 Lowest |
| 7.00 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle (Mechanical mix) | 16.88 | cum | 6,691 ₹1,12,944.08 | 6,229.48 ₹1,05,153.62 Lowest |
| 8.00 | Cement concrete 1:4:8 with stone aggregate 40mm gauge | 33.77 | cum | 5,283 ₹1,78,406.91 | 4,918.2 ₹1,66,087.61 Lowest |
| 9.00 | Lowering, jointing 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. (committee labour rate) | 2,580.25 | metre | 174 ₹4,48,963.5 | 161.82 ₹4,17,536.06 Lowest |
| 10.00 | Lowering, jointing of RCC NP-2 plain end pipes 150 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. (committee labour rate) | 35 | metre | 92 ₹3,220 | 85.23 ₹2,983.05 Lowest |
Tender Value
₹27.1 L
EMD Value
₹54,300
Closing Date
12 May 2026, 1:00 pmClosed
Executive Engineer Lehal Canal Division Patiala
Executive Engineer Lehal Canal Division WRD Punjab Patiala
ESTIMATE FOR UNDER GROUND PIPELINE OF WATER COURSE OF O/L RD 12650/TR OF BHALWAN MINOR
2026_WR_167109_1
10 Dated 27.04.2026
Open Tender
Civil Works - Canal
Item Rate
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹54,300
Yes
Lehal Canal Division WRD Punjab Patiala
17 Oct 2026
27 Apr 2026
12 May 2026
27 Apr 2026
12 May 2026
27 Apr 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation by mechanical means(JCB or hydraulic excavator) in trenches for pipeline with straight or open cutting in street or open area including dressing sides levelling of bed of trenches to correct grade cutting joints 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 15mtr complete in all respects | 5,172.05 | cum | 93.78 | ₹4,85,034.85 |
| 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. | 354.06 | cum | 191.75 | ₹67,891.01 |
| 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 | 164.69 | cum | 6,301.38 | ₹10,37,774.27 |
| 4 | 10mm thick cement plaster 1.4 on sides walls (-) Rs.1. 25/- for scaffolding. | 399 | sqm | 172.77 | ₹68,935.23 |
| 5 | 10mm thick cement plaster 1:4 on bed and top | 107.02 | sqm | 132.74 | ₹14,205.83 |
| 6 | Reinforced cement concrete 1:2:4 hand mixed | 3.86 | cum | 5,636.24 | ₹21,755.89 |
| 7 | Cement Conc.1:2:4 including supply, carriage & with stone ballast or shingle (Mechanical mix) | 16.88 | cum | 5,768.04 | ₹97,364.52 |
| 8 | Cement concrete 1:4:8 with stone aggregate 40mm gauge | 33.77 | cum | 4,553.89 | ₹1,53,784.87 |
| 9 | Lowering, jointing 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. (committee labour rate) | 2,580.25 | metre | 149.83 | ₹3,86,598.86 |
| 10 | Lowering, jointing of RCC NP-2 plain end pipes 150 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. (committee labour rate) | 35 | metre | 78.92 | ₹2,762.2 |
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