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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | ₹3.5 Cr | L1 | Accepted-AOC L1 |
| 2 | l2₹3.7 Cr+₹22.4 L (6.47%)Rejected-AOC | ₹3.7 Cr+₹22.4 L (6.47%) | l2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | HARNEK SINGH CONTRACTOR L1 | GURINDER PAL SINGH CONTRACTORS L2 |
|---|---|---|---|---|---|
| 1.00 | Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road Medium | 1 | km | - | - |
| 2.00 | Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr. | 1 | cum | - | - |
| 3.00 | Preparing watering and ramming surface for laying concrete | 1 | Sqm | 11,327 ₹17,103.77 Lowest | 11,327 ₹17,103.77 Lowest |
| 4.00 | Cement concrete 1:3:6 (a) with stone ballast 20mm gauge ii)mixing by mechanical means using concrete
mixer volumetric type | 1 | cum | - | - |
| 5.00 | Cement Concrete 1:2:4 with stone ballast using mixing by mechanical means using concrete
mixer volumetric type | 1 | cum | 38 ₹6,84,917.32 Lowest | 40 ₹7,20,965.6 |
| 6.00 | Reinforced cement concrete M-20 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. (extra using computerised conc.batch mixing plant and carrige by 1 Km ) | 1 | cum | - | - |
| 7.00 | Cold twisted deformed bar (Ribbed/Tor steel) Bars (Fe 500 grade as per IS 1786/2008), For RCC works,where not including the complete rate of RCC including bending and binding placing in position complete. | 1 | m | - | - |
| 8.00 | Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc. | 1 | sqm | - | - |
| 9.00 | 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 1000mm dia | 1 | m | 5,459 ₹1,55,035.6 Lowest | 5,700 ₹1,61,880 |
| 10.00 | Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications. | 1 | each | - | - |
Tender Value
₹2.4 Cr
EMD Value
₹4.7 L
Closing Date
13 Jan 2025, 10:00 amClosed
Xen,Kandi Canal Stage2 Division,hoshiarpur
Xen,Kandi Canal Stage2 Division,hoshiarpur
Estimate For Construction of Catchment Drain from RD 100030 to 101700 m of Kandi Canal Stage II, Hoshiarpur
2024_WR_130972_1
15/2024-25
Open Tender
Civil Works - Canal
Item Rate
90 days
Hoshiarpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹20,000
Yes
₹4.7 L
Yes
26 Aug 2025
3 Dec 2024
13 Jan 2025
3 Dec 2024
13 Jan 2025
3 Dec 2024
Amount
Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road Medium
Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.
Preparing watering and ramming surface for laying concrete
Cement concrete 1:3:6 (a) with stone ballast 20mm gauge ii)mixing by mechanical means using concrete mixer volumetric type
Cement Concrete 1:2:4 with stone ballast using mixing by mechanical means using concrete mixer volumetric type
Reinforced cement concrete M-20 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. (extra using computerised conc.batch mixing plant and carrige by 1 Km )
Cold twisted deformed bar (Ribbed/Tor steel) Bars (Fe 500 grade as per IS 1786/2008), For RCC works,where not including the complete rate of RCC including bending and binding placing in position complete.
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
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 1000mm dia
Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications.
compaction of earth
GURINDER PAL SINGH CONTRACTORS (BID ID -610210)
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