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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.5 CrAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹54.0 Cr+₹2.5 Cr (4.93%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Disqualified | |
| 4 | Rejected-Technical | - | Rejected-Technical Disqualified |
Tender Value
₹49.6 Cr
EMD Value
₹5 L
Closing Date
21 Jun 2022, 3:00 pmClosed
The Superintending Engineer
O/o The Superintending Engineer, Public Health Circle, Kerala Water Authority, Thiruvananthapuram
JJM CWSS to Pulimath Nagaroor and Karavaram Panchayaths Phase II Supplying conveying laying testing and commissioning of distribution network and providing 15438 Nos FHTCs
2022_KWA_493817_1
3/2022-23/KWA/PHC/D1/TVM/RT1
Open Tender
Civil Works - Water Works
Percentage
545 days
Pulimath Nagaroor Karavaram
Please refer Tender documents.
8 documents required · 8 mandatory
₹15,000
₹5 L
O/o The Superintending Engineer
6 May 2023
10 Jun 2022
23 Jun 2022
10 Jun 2022
21 Jun 2022
10 Jun 2022
10 Jun 2022 - 16 Jun 2022
10 Jun 2022
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX- I : Distributions Systems to Pulimath, Nagaroor and Karavaram Panchayaths Working Charges | |||||
| 1.001 | Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 2,524.05 | cum | 378.09 | ₹9,54,318.06 |
| 1.002 | 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) | 280.45 | cum | 2,045.12 | ₹5,73,553.9 |
| 1.003 | Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 46,650 | metre | 30.44 | ₹14,20,026 |
| 1.004 | 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. | 14.7 | cum | 2,983.59 | ₹43,858.77 |
| 1.005 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 72 | cum | 2,064.97 | ₹1,48,677.84 |
| 1.006 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :
All kinds of soil (Ref. Item No. 2.10.1 of DSR) | 1,62,986.65 | cum | 555.51 | ₹9,05,40,712.83 |
| 1.007 | 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 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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: 1.50m to 3.0mAll kinds of soil (Ref. Item No. 2.11 of DSR) | 3,600 | cum | 661.88 | ₹23,82,768 |
| 1.008 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :"
Ordinary Rock. (Ref. Item No. 2.13.1 of DSR) | 11,052.75 | cum | 806.76 | ₹89,16,919.82 |
| 1.009 | "Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :
Hard Rock(Blasting Prohibited) (Ref. Item No. 2.13.3 0f DSR) | 7,368.51 | cum | 1,556.3 | ₹1,14,67,612.11 |
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