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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAccepted-AOC 6 SWASTIK VIHAR PHASE 1 SECTOR 5 MANSA DEVI COMPLEX PANCHKULA HARYANA 134114 | PANCHKULA | HARYANA | 134114 | ₹3.8 Cr | L1 | Accepted-AOC low |
| 2 | L2₹4.1 CrRejected-AOC | ₹4.1 Cr | L2 | Rejected-AOC High |
| 3 | L3₹4.2 CrRejected-AOC | ₹4.2 Cr | L3 | Rejected-AOC High |
| 4 | L4₹4.2 CrRejected-AOC HOUSE NO 869 GALI NO 8 GANESH NAGAR BATHINDA DISTT BATHINDA | BATHINDA | BATHINDA | PUNJAB | ₹4.2 Cr | L4 | Rejected-AOC High |
| 5 | L5₹4.5 CrRejected-AOC | ₹4.5 Cr | L5 | Rejected-AOC High |
| Sl No | Description | Qty | Unit | Arunesh Gupta L1 | GMSM BUILDCON INDIA PRIVATE LIMITED L3 | SUSHANT PURI L5 | BHUPESH MITTAL CONTRACTOR L4 | The Spunpipe and Construction Co Baroda Pvt Ltd L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 31.46 | cum | 100 ₹3,146 | 210 ₹6,606.60 | 200 ₹6,292 | 210 ₹6,606.60 | 72.57 ₹2,283.05 |
| 2.00 | Excavation by mechanical means(JCB or Hydraulicexcavator) intrenchesforpipelines with straight or open cutting in streets or openarea including trimming anddressing sides levellingof bedsof trenches tocorrect grade, cutting joint holes, refilling consolidation,watering , including thecost of dewateringof rainwater,diversionfor traffic, night signals. providing & fixing caution boards, crossingover trenches foraccess to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the towninvolvingleadupto15metercompletein all respect.Exceeding 1.5mdepth but not exceeding
2.25 m depth All classes of soil except rocky | 21,738.1 | Cum | 100 ₹21.7 L | 115 ₹25.0 L | 120 ₹26.1 L | 123 ₹26.7 L | 72.57 ₹15.8 L |
| 3.00 | Providing, Stringingout, cutting, Jointing and testing of ISI Marked D.I.Pipe (S&S)as per IS8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring (A) D.I. Pipe as per IS 8329 DI-K7 (I)500mm i/d pipe lines laid complete. | 4,200 | mtr | 7,500 ₹3.1 Cr | 9,194 ₹3.9 Cr | 8,850 ₹3.7 Cr | 8,070 ₹3.4 Cr | 8,295.31 ₹3.5 Cr |
| 4.00 | Providing, Stringingout, cutting, Jointing and testing of ISI Marked D.I.Pipe (S&S)as per IS8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring (A) D.I. Pipe as per IS 8329 DI-K7 (a)80mm i/d pipe lines laid complete. | 18 | mtr | 964 ₹17,352 | 964 ₹17,352 | 950 ₹17,100 | 964 ₹17,352 | 870.84 ₹15,675.12 |
| 5.00 | Providing & fixing make ISI marked Cast steel class 300 NRV Dia 500 mm including SS flanges, Champion rubber join, including jointing, testing, and all carriage etc all SS fittings complete in all respect. Quality as per satisfaction and with the approval of Engineer-In-Charge. | 1 | each | 9,50,000 ₹9.5 L | 2,64,765 ₹2.6 L | 12,40,000 ₹12.4 L | 13,23,827 ₹13.2 L | 9,43,410 ₹9.4 L |
| 6.00 | Providing & fixing make ISI marked Cast steell class300 Sluice valve Dia 500 mm SS flanges, Champion rubber join, jointing, testing, and all carriage etc all SS fittings complete in all respect . Quality as per satisfaction and with the approval of Engineer-In-Charge | 2 | each | 11,00,000 ₹22 L | 3,00,515 ₹6.0 L | 13,00,000 ₹26 L | 15,02,579 ₹30.1 L | 9,86,952 ₹19.7 L |
| 7.00 | Providing & fixing double acting air valve with isolation valve ISI Marked as per IS-14845 including jointing all carriages complete. Dia 80mm | 6 | each | 75,000 ₹4.5 L | 21,303 ₹1.3 L | 85,000 ₹5.1 L | 85,213 ₹5.1 L | 95,792.4 ₹5.7 L |
| 8.00 | Providing, Supplying and installation of Mild steel Air Vessel 1200 L with bladder systemof gaspreset of 10 kPa including all necessary fittings/accessories as per engineer in charge. | 1 | each | 8,50,000 ₹8.5 L | 2,45,808 ₹2.5 L | 7,48,000 ₹7.5 L | 9,83,235 ₹9.8 L | 9,43,410 ₹9.4 L |
| 9.00 | Cement concrete 1:4:8with stone ballast 20mm gauge mixing by manual means | 1.66 | Cum | 5,000 ₹8,300 | 3,834 ₹6,364.44 | 3,800 ₹6,308 | 3,834 ₹6,364.44 | 5,079.9 ₹8,432.63 |
| 10.00 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth | 0.92 | Cum | 7,000 ₹6,440 | 5,970 ₹5,492.40 | 5,950 ₹5,474 | 5,970 ₹5,492.40 | 7,257 ₹6,676.44 |
Tender Value
₹4.8 Cr
EMD Value
₹9.6 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Executive Engineer
office of Executive Engineer,Ropar canal and GWD
Estimate for laying Main riser 2 from pump house to OHSR tank 2. to provide surface water to villages Chajja, Wajrur, Bhatton, Chonta etc in District Ropar
2026_WR_162491_2
80/22A/2025-26
Open Tender
Civil Works
100 days
village chajja near nurpur bedi
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹9.6 L
office of Executive Engineer,Ropar canal and GWD
14 May 2026
17 Mar 2026
28 Mar 2026
17 Mar 2026
28 Mar 2026
17 Mar 2026
24 Mar 2026
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.
Excavation by mechanical means(JCB or Hydraulicexcavator) intrenchesforpipelines with straight or open cutting in streets or openarea including trimming anddressing sides levellingof bedsof trenches tocorrect grade, cutting joint holes, refilling consolidation,watering , including thecost of dewateringof rainwater,diversionfor traffic, night signals. providing & fixing caution boards, crossingover trenches foraccess to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the towninvolvingleadupto15metercompletein all respect.Exceeding 1.5mdepth but not exceeding 2.25 m depth All classes of soil except rocky
Providing, Stringingout, cutting, Jointing and testing of ISI Marked D.I.Pipe (S&S)as per IS8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring (A) D.I. Pipe as per IS 8329 DI-K7 (I)500mm i/d pipe lines laid complete.
Providing, Stringingout, cutting, Jointing and testing of ISI Marked D.I.Pipe (S&S)as per IS8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage, cost of rubber ring (A) D.I. Pipe as per IS 8329 DI-K7 (a)80mm i/d pipe lines laid complete.
Providing & fixing make ISI marked Cast steel class 300 NRV Dia 500 mm including SS flanges, Champion rubber join, including jointing, testing, and all carriage etc all SS fittings complete in all respect. Quality as per satisfaction and with the approval of Engineer-In-Charge.
Providing & fixing make ISI marked Cast steell class300 Sluice valve Dia 500 mm SS flanges, Champion rubber join, jointing, testing, and all carriage etc all SS fittings complete in all respect . Quality as per satisfaction and with the approval of Engineer-In-Charge
Providing & fixing double acting air valve with isolation valve ISI Marked as per IS-14845 including jointing all carriages complete. Dia 80mm
Providing, Supplying and installation of Mild steel Air Vessel 1200 L with bladder systemof gaspreset of 10 kPa including all necessary fittings/accessories as per engineer in charge.
Cement concrete 1:4:8with stone ballast 20mm gauge mixing by manual means
Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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)
Cold twisted deformed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including binding & bending and placing in position complete
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