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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC HOSHIARPUR | HOSHIARPUR | HOSHIARPUR | PUNJAB | ₹3.2 Cr Quoted ₹3.3 Cr | L1 | Accepted-AOC low |
| 2 | L2₹3.6 Cr+₹31.1 L (9.38%)Rejected-AOC 60 ST NO 1 D GTB NAGAR NEAR KK ROAD BYPASS SHRI MUKTSAR SAHIB | ₹3.6 Cr+₹31.1 L (9.38%) | L2 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | JASKARAN SINGH GILL CONTRACTORS L2 | BHUPESH MITTAL CONTRACTOR L1 |
|---|---|---|---|---|---|
| 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 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 across to the houses, watching, fencing, etc. and removal of surplus soil outside inside the town involving lead upto 15 meter complete in all respect. | 28,955.22 | Cum | 100 ₹28,95,522 | 93 ₹26,92,835.46 Lowest |
| 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. | 723.24 | Cum | 219 ₹1,58,388.8 | 210 ₹1,51,879.68 Lowest |
| 3.00 | Cement Concrete 1:4:8 with (i) stone ballast 20mm gauge (PCC) mixing | 56.54 | Cum | 4,479 ₹2,53,242.66 | 4,166 ₹2,35,545.64 Lowest |
| 4.00 | First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth | 265.01 | Cum | 6,872 ₹18,21,148.72 | 6,483 ₹17,18,059.83 Lowest |
| 5.00 | 12.5 mm thick cement plaster 1:4 | 1,013.57 | Sq.Mtr | 223 ₹2,26,026.2 | 213 ₹2,15,890.5 Lowest |
| 6.00 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 270.1 | Sq.Mtr | 250 ₹67,525.95 | 243 ₹65,635.22 Lowest |
| 7.00 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type | 38.35 | Cum | 5,610 ₹2,15,143.5 | 5,194 ₹1,99,189.9 Lowest |
| 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. | 8.68 | qtl | 8,332 ₹72,321.76 | 8,011 ₹69,535.48 Lowest |
| 9.00 | Supply and installation of alfa valve including fittings etc complete in all aspects of 90 mm | 60 | Nos. | 471 ₹28,260 | 458 ₹27,480 Lowest |
| 10.00 | Supply and installation of alfa valve including fittings etc complete in all aspects of 110 mm | 10 | Nos. | 629 ₹6,290 | 611 ₹6,110 Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
17 Mar 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer,Ropar canal and GWD
Estimate Providing gravitational distribution System network vill Rampur, Jhajjar lift irrigation Scheme in area Shri Anandpur Sahib including supply, installation, testing , commissioning various valves fittings, air valves etc. complete in all
2026_WR_162406_1
78/22A/2025-26
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
180 days
village rampur near by sri anandpur sahib
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹5.8 L
office of Executive Engineer,Ropar canal and GWD
29 May 2026
28 Feb 2026
17 Mar 2026
2 Mar 2026
17 Mar 2026
2 Mar 2026
11 Mar 2026
Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including 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 across to the houses, watching, fencing, etc. and removal of surplus soil outside inside the town involving lead upto 15 meter complete in all respect.
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.
Cement Concrete 1:4:8 with (i) stone ballast 20mm gauge (PCC) mixing
First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
12.5 mm thick cement plaster 1:4
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
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.
Supply and installation of alfa valve including fittings etc complete in all aspects of 90 mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 110 mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 125 mm
Supply and installation of alfa valve including fittings etc complete in all aspects of 140 mm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (300 mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).B) Class PN-1.6 as per ISI Dia 300 mm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (300 mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge).B) Class PN-1.6 as per ISI Dia 250 mm
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (200mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). b) Class 1.6 pn Dia 200
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (150mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). b) Class 1.6 pn Dia 150
Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves (150mm) ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). b) Class 1.6 pn Dia 100
Providing & fixing double air valve ISI Marked as per IS-14845 including jointing all carriages complete .C.I Double air valve (Size 100mm)
Nuts & Bolts of all sizes and length required
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 315 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 280 pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 250 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 225mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 200 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing comple as per specifications. 180 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 140 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 125 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 110 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 90 mm o/d pipe of 12.5 Kgf. / sqcm
Providing, Laying, fixing & jointing of U.P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 75 mm o/d pipe of 12.5 Kgf. / sqcm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. For 315 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 280 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 250 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 225mm
Supplying, fixing and jointing PVC /H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe.200 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 180 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 160mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 140 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 125 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 110 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 90 mm
Supplying, fixing and jointing PVC / H.D.P.E pipe's specials complete as desired by Engineer-in-Charge b)For pipe lines laid out side habitation & in the open area/ field 2% Extra will be taken for the respective i/d of pipe. 75 mm
Providing and Fixing Tail End Piece of 12.5 kg/sqcm Pressure Diameter 300 mm
Providing and Fixing Tail End Piece of 12.5 kg/sqcm Pressure Diameter 250 mm
Providing and Fixing Tail End Piece of 12.5 kg/sqcm Pressure Diameter 200 mm
Providing and Fixing Tail End Piece of 12.5 kg/sqcm Pressure Diameter 150 mm
Providing and Fixing Tail End Piece of 12.5 kg/sqcm Pressure Diameter 100 mm
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