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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC | ₹4.7 L | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹4.8 L+₹11,439.86 (2.42%)Rejected-Finance | ₹4.8 L+₹11,439.86 (2.42%) | L2 | Rejected-Finance Second lower |
| Sl No | Description | Qty | Unit | Renjith M L2 | SURESH KUMAR P S L1 |
|---|---|---|---|---|---|
| 1.00Working Charges | |||||
| 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) | 1 | cum | 1,500 ₹1,500 Lowest | 2,336.16 ₹2,336.16 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 1 | cum | 2,500 ₹2,500 Lowest | 3,408.17 ₹3,408.17 |
| 1.00 | 15.4:Demolishing R.B. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. | 1 | cum | 1,800 ₹1,800 Lowest | 3,048.88 ₹3,048.88 |
| 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. | 198 | cum | 300 ₹59,400 Lowest | 629.48 ₹1,24,637.04 |
| 1.00 | 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 | 200 ₹60,000 Lowest | 225.5 ₹67,650 |
| 1.01 | 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. | 300 | metre | 20 ₹6,000 Lowest | 29.73 ₹8,919 |
| 1.01 | 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. | 22.38 | Kwh | 5 ₹111.9 Lowest | 36.52 ₹817.32 |
| 1.01 | OD6713/2026-2027:Interconnection with existing distribution pipeline including earthwork, cost of specials, etc complete | 2 | 1 nos | 2,000 ₹4,000 Lowest | 3,369.08 ₹6,738.16 |
| 1.01 | OD6735/2026-2027:Supplying and fixing PVC specials such as bend, elbow, CIR, end cap, T/P etc complete as per site condition and as per the direction of engineer in charge. | 1 | L.S | 10,600 ₹10,600 | 9,624.8 ₹9,624.8 Lowest |
Tender Value
₹5.2 L
EMD Value
₹13,028
Closing Date
11 Jun 2026, 3:30 pmClosed
Assistant Executive Engineer
Water Works Central Sub Division,Vellayambalam
Deposit work of Smart City Thiruvananthapuram Rerouting of old distribution pipeline inside Palayam market General Civil Work
2026_KWA_854174_1
WRD/KWA-CE(SR)/TR/8745/2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
Palayam market
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,150
₹13,028
Yes
27 Jun 2026
4 Jun 2026
12 Jun 2026
4 Jun 2026
11 Jun 2026
4 Jun 2026
4 Jun 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Working Charges | |||||
| 1.001 | 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) | - | cum | - | - |
| 1.002 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - |
| 1.003 | 15.4:Demolishing R.B. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. | - | cum | - | - |
| 1.004 | 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. | - | cum | - | - |
| 1.005 | 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. | - | metre | - | - |
| 1.006 | 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. | - | metre | - | - |
| 1.007 | 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. | 1 | Kwh | - | - |
| 1.008 | OD6713/2026-2027:Interconnection with existing distribution pipeline including earthwork, cost of specials, etc complete | - | 1 nos | - | - |
| 1.009 | OD6735/2026-2027:Supplying and fixing PVC specials such as bend, elbow, CIR, end cap, T/P etc complete as per site condition and as per the direction of engineer in charge. | - | L.S | - | - |
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