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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹20.2 L+₹85,057.17 (4.40%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹21.6 L+₹2.3 L (11.8%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹26.5 L+₹7.1 L (36.9%)Admitted-Fee/PreQual/Technical/Finance VINOD BHAVAN ANDOORKONAM PANNIYODE PO KATTAKKADA THIRUVANANTHAPURAM 695575 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695575 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Vinod K L4 | MOHAMMED AL FAIZAL S L2 | Mohandas M L3 | K AJITH KUMAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00Working charges | |||||||
| 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 | 430 | sqm | 415.73 ₹1,78,763.9 | 317.35 ₹1,36,460.5 | 300 ₹1,29,000 | 276.55 ₹1,18,916.5 Lowest |
| 1.00 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 225 | sqm | 127.7 ₹28,732.5 | 97.48 ₹21,933 | 100 ₹22,500 | 84.95 ₹19,113.75 Lowest |
| 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. | 892.82 | cum | 635.72 ₹5,67,583.53 | 485.28 ₹4,33,267.69 | 425 ₹3,79,448.5 | 422.89 ₹3,77,564.65 Lowest |
| 1.00 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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. | 7.2 | cum | 758.53 ₹5,461.42 | 579.03 ₹4,169.02 | 500 ₹3,600 Lowest | 504.59 ₹3,633.05 |
| 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. | 600 | metre | 30.02 ₹18,012 | 22.92 ₹13,752 | 18 ₹10,800 Lowest | 19.97 ₹11,982 |
| 1.01 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 200 | metre | 97.78 ₹19,556 | 74.64 ₹14,928 | 90 ₹18,000 | 65.04 ₹13,008 Lowest |
| 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. | 200 | metre | 97.78 ₹19,556 | 74.64 ₹14,928 | 90 ₹18,000 | 65.04 ₹13,008 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. | 610 | metre | 144.01 ₹87,846.1 | 109.94 ₹67,063.4 | 100 ₹61,000 | 95.8 ₹58,438 Lowest |
| 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. | 300 | metre | 227.74 ₹68,322 | 173.85 ₹52,155 | 140 ₹42,000 Lowest | 151.49 ₹45,447 |
Tender Value
₹28.9 L
EMD Value
₹50,000
Closing Date
9 Nov 2026, 4:30 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o Executive Engineer PH Division(South) Thiruvanathapuram
DEPOSIT UrbanAgglomeration Phase 5 2025 2026 Attukal ward Laying new pipe lines at Attukal ward Under WW Section Kuriathy Pipeline Work
2026_KWA_885629_1
TR/20037/2026_26_1_1/1
Open Tender
Civil Works - Water Works
Item Rate
365 days
Thiruvanathapuram
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
₹50,000
Yes
12 Nov 2026
4 Nov 2026
10 Nov 2026
4 Nov 2026
9 Nov 2026
4 Nov 2026
4 Nov 2026 - 9 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working charges | |||||
| 1.001 | 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 | 430 | sqm | - | - |
| 1.002 | 16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 225 | sqm | - | - |
| 1.003 | 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. | 892.82 | cum | - | - |
| 1.004 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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. | 7.2 | cum | - | - |
| 1.005 | 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. | 600 | metre | - | - |
| 1.006 | 100.9.7: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): 75 mm nominal outside diameter pipes. | 200 | metre | - | - |
| 1.007 | 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. | 200 | metre | - | - |
| 1.008 | 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. | 610 | metre | - | - |
| 1.009 | 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. | 300 | metre | - | - |
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