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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 CrAccepted-AOC | ₹7.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 Cr+₹37.7 L (5.19%)Rejected-AOC | ₹7.6 Cr+₹37.7 L (5.19%) | L2 | Rejected-AOC L2 |
| 3 | L3₹8.2 Cr+₹97.9 L (13.5%)Rejected-AOC | ₹8.2 Cr+₹97.9 L (13.5%) | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | T D MOHAMMED NOUFAL L3 | HAKKIM U A L1 | ABDUL KHADER B A L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix: A - Working charges for pipe laying and concrete road restoration | ||||||
| 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. | 17,260 | cum | 531.5 ₹91,73,690 Lowest | 545.13 ₹94,08,943.8 | 600 ₹1,03,56,000 |
| 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. | 17,260 | cum | 771.83 ₹1,33,21,785.8 | 711 ₹1,22,71,860 Lowest | 900 ₹1,55,34,000 |
| 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. | 8,630 | cum | 1,283.53 ₹1,10,76,863.9 | 1,016 ₹87,68,080 Lowest | 1,500 ₹1,29,45,000 |
| 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. | 10,000 | metre | 26.99 ₹2,69,900 | 27.68 ₹2,76,800 | 10 ₹1,00,000 Lowest |
| 1.00 | 100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. | 1,000 | metre | 92.64 ₹92,640 | 95.02 ₹95,020 | 50 ₹50,000 Lowest |
| 1.01 | 100.9.9: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): 110 mm nominal outside diameter pipes. | 5,000 | metre | 122.69 ₹6,13,450 Lowest | 125.84 ₹6,29,200 | 130 ₹6,50,000 |
| 1.01 | 100.9.8: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): 90 mm nominal outside diameter pipes. | 50,000 | metre | 83.28 ₹41,64,000 Lowest | 85.42 ₹42,71,000 | 85 ₹42,50,000 |
| 1.01 | 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. | 15,000 | metre | 83.28 ₹12,49,200 | 85.42 ₹12,81,300 | 70 ₹10,50,000 Lowest |
| 1.01 | 100.9.5: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): 50 mm nominal outside diameter pipes. | 15,000 | metre | 45.53 ₹6,82,950 | 46.7 ₹7,00,500 | 30 ₹4,50,000 Lowest |
Tender Value
₹8.4 Cr
EMD Value
₹2 L
Closing Date
11 Jan 2024, 3:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER,KWA,PH CIRCLE, THANA, KANNUR
Jal Jeevan Mission -Kasaragod district- Balance work for Madhur and Mogral Puthur Panchayath -WSS to Chengala, Muliyar, Madhur and Mogral Puthur Panchayaths JJM Balance work-Pipeline work
2024_KWA_640415_1
139/2023-24/PHC/KNR
Open Tender
Civil Works - Water Works
Item Rate
180 days
Madhur
Please refer Tender documents.
10 documents required · 10 mandatory
₹13,010
₹2 L
KWA,PH CIRCLE, THANA, KANNUR
14 Nov 2025
5 Jan 2024
12 Jan 2024
5 Jan 2024
11 Jan 2024
6 Jan 2024
6 Jan 2024
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