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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 LRejected-AOC | ₹5.0 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | AKSHAY KR L1 | adarshengineers L2 |
|---|---|---|---|---|---|
| 1.00Working charges | |||||
| 1.00 | 100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia. | 250 | metre | 556.7 ₹1.4 L | 675 ₹1.7 L |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.9 | cum | 1,965.72 ₹1,769.15 | 2,000 ₹1,800 |
| 1.00 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road | 108 | sqm | 346.37 ₹37,407.96 | 370 ₹39,960 |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 166.95 | cum | 529.67 ₹88,428.41 | 490 ₹81,805.50 |
| 1.00 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. | 37.3 | Kwh | 30.73 ₹1,146.23 | 35 ₹1,305.50 |
| 1.01 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 16.5 | sqm | 130.15 ₹2,147.48 | 140 ₹2,310 |
| 1.01 | 100.25.4:Cutting of 150mm AC pipes of all classes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc., complete. | 1 | no | 211.53 ₹211.53 | 225 ₹225 |
| 1.01 | 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. | 250 | metre | 189.74 ₹47,435 | 180 ₹45,000 |
| 1.01 | 100.24.4:Jointing 150mm A. C. pipes laid to lines and levels in the trenches using C. I. detachable or any available type of joints after cleaning the ends, centering the pipes inserting the joints and tightening including conveying the materials within initial lead and other sundries etc., complete to make a water tight joint capable 7o withstand the required pressure (excluding cost of CID Joint). | 1 | joint | 143.39 ₹143.39 | 180 ₹180 |
Tender Value
₹5.9 L
EMD Value
₹14,835
Closing Date
9 Sept 2025, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer
Pipe line replacement at chellanam Panchayath-Replacement of pipeline at Ward- 11, from west of Puthanthode school, St. Antonys chappal to Reethalayam chappal
2025_KWA_793349_1
WRD/KWA-CE(CR)/TR/7439/2025
Open Tender
Civil Works - Water Works
60 days
Ward- 11, from west of Puthanthode school, St. An
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,835
Yes
17 Feb 2026
2 Sept 2025
10 Sept 2025
2 Sept 2025
9 Sept 2025
2 Sept 2025
2 Sept 2025 - 9 Sept 2025
Amount
Working charges
100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
100.25.4:Cutting of 150mm AC pipes of all classes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc., complete.
100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
100.24.4:Jointing 150mm A. C. pipes laid to lines and levels in the trenches using C. I. detachable or any available type of joints after cleaning the ends, centering the pipes inserting the joints and tightening including conveying the materials within initial lead and other sundries etc., complete to make a water tight joint capable 7o withstand the required pressure (excluding cost of CID Joint).
OD264259/2024-2025:Supply of 150mm CID joint for interconnecting existing 150mm A.C pipe with 160mm PVC pipe.
OD264271/2024-2025:Supply of 160mm CIR joint for joining existing 160mm HDPE with proposed 160mm PVC
OD264394/2024-2025:Shifting the public hydrants/house connections with 20/25 mm PVC pipe from the existing line to the newly laid pipes at different places.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
adarshengineers (BID ID -2329084)
Bidder Name
adarshengineers
AKSHAY KR
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