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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-Finance 13193 GALI NO 9 NAMDEV MARG BATHINDA | ₹4.3 Cr | L1 | Accepted-Finance low |
| 2 | L2₹4.6 CrAccepted-Finance | ₹4.6 Cr | L2 | Accepted-Finance High |
| Sl No | Description | Qty | Unit | M/s NAVJIWAN BANSAL CONTRACTOR L1 | C.J. BUILDERS 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 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. | 34,492.36 | Cum | 86 ₹29.7 L | 100 ₹34.5 L |
| 2.00 | Earthwork 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. | 485.46 | Cum | 86 ₹41,749.57 | 200 ₹97,092.03 |
| 3.00 | Cement Concrete 1:4:8 with (i) stone ballast 20mm gauge (PCC) mixing | 41.39 | Cum | 4,000 ₹1.7 L | 4,800 ₹2.0 L |
| 4.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 206.13 | Cum | 6,500 ₹13.4 L | 9,500 ₹19.6 L |
| 5.00 | 12.5 mm thick cement plaster 1:4 | 812.28 | Sq.mtr | 200 ₹1.6 L | 250 ₹2.0 L |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 209.53 | Sq.mtr | 100 ₹20,952.94 | 220 ₹46,096.47 |
| 7.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 28.52 | Cum | 4,500 ₹1.3 L | 6,500 ₹1.9 L |
| 8.00 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in postion complete. | 7.96 | qtl | 7,000 ₹55,720 | 8,500 ₹67,660 |
| 9.00 | Supply and installation of alfa valve including fittings etc complete in all aspects of 110 mm | 11 | Each | 600 ₹6,600 | 1,000 ₹11,000 |
| 10.00 | Supply and installation of alfa valve including fittings etc complete in all aspects of 125mm | 17 | Each | 650 ₹11,050 | 1,000 ₹17,000 |
Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
17 Apr 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate Providing gravitational distribution System network vill Gambhirpur, Surewal, Dher etc in Changer area of Shri Anandpur Sahib incl. supply,installation, testing ,commissioning of various valves fittings, air valves etc. complete all respect
2026_WR_165207_1
01/22A/2026-27
Open Tender
Civil Works - Lift Irrigation Schemes
180 days
Gambhirpur near Anandpur Sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹8.0 L
office of Executive Engineer,Ropar canal and GWD
4 May 2026
2 Apr 2026
17 Apr 2026
3 Apr 2026
17 Apr 2026
3 Apr 2026
13 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 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. | 34,492.36 | Cum | - | - |
| 2 | Earthwork 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. | 485.46 | Cum | - | - |
| 3 | Cement Concrete 1:4:8 with (i) stone ballast 20mm gauge (PCC) mixing | - | Cum | - | - |
| 4 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | - | Cum | - | - |
| 5 | 12.5 mm thick cement plaster 1:4 | 812.28 | Sq.mtr | - | - |
| 6 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 209.53 | Sq.mtr | - | - |
| 7 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | - | Cum | - | - |
| 8 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in postion complete. | - | qtl | - | - |
| 9 | Supply and installation of alfa valve including fittings etc complete in all aspects of 110 mm | 11 | Each | - | - |
| 10 | Supply and installation of alfa valve including fittings etc complete in all aspects of 125mm | - | Each | - | - |
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