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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC L1-Work Awarded |
| 2 | L2₹9.4 LRejected-AOC | ₹9.4 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | A ABOOBACKER L2 | HUSSAN L1 |
|---|---|---|---|---|---|
| 1.00Relaying Pumping main and Distribution line. | |||||
| 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. | 282.5 | cum | 519.4 ₹1.5 L | 493.81 ₹1.4 L |
| 1.00 | 100.1.5: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 50 m, in Ordinary Rock. | 52.5 | cum | 766.13 ₹40,221.83 | 728.4 ₹38,241 |
| 1.00 | 100.2.7: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 Medium Rock where Blasting is Prohibited. | 52.5 | cum | 1,273.77 ₹66,872.93 | 1,211.03 ₹63,579.08 |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 200 | metre | 25.15 ₹5,030 | 23.91 ₹4,782 |
| 1.00 | 100.9.6: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): 63 mm nominal outside diameter pipes. | 500 | metre | 79.89 ₹39,945 | 75.95 ₹37,975 |
| 1.01 | 100.9.1: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): 20 mm nominal outside diameter pipes. | 100 | metre | 21.32 ₹2,132 | 20.27 ₹2,027 |
| 1.01 | 18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore | 700 | metre | 738.14 ₹5.2 L | 701.79 ₹4.9 L |
| 1.01 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | 2 | each | 1,431.65 ₹2,863.30 | 1,361.13 ₹2,722.26 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.26 | cum | 8,032.9 ₹26,219.39 | 7,637.23 ₹24,927.92 |
Tender Value
₹11.6 L
EMD Value
₹28,964
Closing Date
20 Jan 2026, 3:00 pmClosed
Executive Engineer,
O/o Executive Engineer, KWA, PH Division, Kasaragod
Deposit Work - STDD- Maintenance work of Adukkalakndam Nattakkal Kunnu colony - Relaying damaged pumping main and distribution line -Pipeline Work
2026_KWA_827219_1
WRD/KWA-CE(NR)/TR/ 27199/2023_26_1_1/2
Open Tender
Civil Works - Others
120 days
Punganchal, West Eleri Panchayath
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹28,964
vidyanagar
2 Mar 2026
12 Jan 2026
21 Jan 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
12 Jan 2026 - 16 Jan 2026
15 Jan 2026
Relaying Pumping main and Distribution line.
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.
100.1.5: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 50 m, in Ordinary Rock.
100.2.7: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 Medium Rock where Blasting is Prohibited.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.9.6: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): 63 mm nominal outside diameter pipes.
100.9.1: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): 20 mm nominal outside diameter pipes.
18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
18.19.5.2:Providing and fixing gun metal non-return valve of approved quality (screwed end): 65 mm nominal boreVertical
Cost of Materials
OD228140/2023-2024:Supply of PVC Pipe, 10kg/cm2, 20mm Dia.
OD228161/2023-2024:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
OD228169/2023-2024:Supply of 63mm Pvc pipe,12.5kg/cm2 including specials
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