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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-AOC 35 MODEL TOWN G T ROAD JANDIALA GURU DISTRICT AMRITSAR | JANDIALA GURU | AMRITSAR | PUNJAB | ₹14.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.6 L+₹79,335.74 (5.35%)Rejected-AOC | ₹15.6 L+₹79,335.74 (5.35%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Star construction company L1 | Naresh Kumar Govt. Contractor L2 |
|---|---|---|---|---|---|
| 1.00 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (C) R.C.C. Pipe NP -3 (j) 700mm i/d pipe | 45 | Mtr | 5,500 ₹2,47,500 Lowest | 5,870 ₹2,64,150 |
| 2.00 | Reinforced cement concrete M-30 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 | 56 | Cum | 6,590 ₹3,69,040 Lowest | 6,947 ₹3,89,032 |
| 3.00 | Cold twisted detormed (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 bending and binding placing in position complete | 26.28 | Qtl | 8,000 ₹2,10,240 Lowest | 8,460.34 ₹2,22,337.74 |
| 4.00 | Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position | 18.39 | Qtl | 11,500 ₹2,11,485 Lowest | 11,885 ₹2,18,565.15 |
| 5.00 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth | 18.84 | Cum | 6,500 ₹1,22,460 | 6,382.09 ₹1,20,238.58 Lowest |
| 6.00 | Aggregates (average rate of all the quarries) Note:- Quarry wise aggregates rates attached at Annexure-I) ((d)) Fine Sand with FM not less than 1.6 | 105.5 | Cum | 520 ₹54,860 Lowest | 548.12 ₹57,826.66 |
| 7.00 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 10.4 | Sqm | 450 ₹4,680 Lowest | 496.17 ₹5,160.17 |
| 8.00 | Earth work of silt clearance of channels and drains ((b)) Basket work with combined lead upto 7.50 metres undressed. | 352.32 | Cum | 125 ₹44,040 Lowest | 133.5 ₹47,034.72 |
| 9.00 | Extra bitumen painting at 0.69 Kg. per sqm | 13 | Sqm | 45 ₹585 Lowest | 47.61 ₹618.93 |
| 10.00 | Filling expansion joints with special impervious hot pour 12.5mm wide. | 660 | Per Mtr. Per Cm depth | 2 ₹1,320 Lowest | 2.13 ₹1,405.8 |
Tender Value
₹14.8 L
EMD Value
₹29,574
Closing Date
16 Jun 2025, 10:00 amClosed
EXECUTIVE ENGINEER KANDI CANAL 3 DIVISION
EXECUTIVE ENGINEER KANDI CANAL 3 WRD PUNJAB HOSHIARPUR
Estimate for Crossing RCC Pipes over the Causeway at RD 62130 Mtr for Village Kotla Gounspur of Kandi Canal Stage 2
2025_WR_141657_1
4/2025-26
Open Tender
Civil Works
Item Rate
45 days
HOSHIARPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
₹29,574
Yes
13 Aug 2025
2 Jun 2025
16 Jun 2025
2 Jun 2025
16 Jun 2025
2 Jun 2025
Amount
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (C) R.C.C. Pipe NP -3 (j) 700mm i/d pipe
Reinforced cement concrete M-30 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
Cold twisted detormed (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 bending and binding placing in position complete
Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position
First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth
Aggregates (average rate of all the quarries) Note:- Quarry wise aggregates rates attached at Annexure-I) ((d)) Fine Sand with FM not less than 1.6
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
Earth work of silt clearance of channels and drains ((b)) Basket work with combined lead upto 7.50 metres undressed.
Extra bitumen painting at 0.69 Kg. per sqm
Filling expansion joints with special impervious hot pour 12.5mm wide.
LED based SPV street Lightening Systems 12 watt, 75 SPV module , 12-8v-30 Ah, Lithium Ferro Phosphate Battery (> 2000 cycles ) 5 mtr. Hot Dipped GI Pole 76.1 mm OD , 3.6 MM thick and 38 Kg weight (+10) 70 Micron Zinc coated.
Any Other Item (CSR + SP)
Naresh Kumar Govt. Contractor (BID ID -652838)
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