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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-Finance | ₹11.2 L | L1 | Accepted-Finance LOWEST |
| 2 | L2₹11.3 LAccepted-Finance | ₹11.3 L | L2 | Accepted-Finance FIRST LOWEST |
| Sl No | Description | Qty | Unit | SAJEEVKUMAR L1 | D S RAJESHKUMAR L2 |
|---|---|---|---|---|---|
| 1.00Tarring | |||||
| 1.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 144 | cum | 69.97 ₹10,075.68 | 72 ₹10,368 |
| 1.00 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method | 72 | cum | 4,141.05 ₹3.0 L | 4,175 ₹3.0 L |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 72 | cum | 4,091.21 ₹2.9 L | 4,100 ₹3.0 L |
| 1.00 | OD88947/2025-2026:Spreading and compacting already laid Wet Mix Macadam and spraying sufficient quantity of water to prepare surface and compacting with vibratory roller to achieve the desired density. | 1 | Day | 27,404.32 ₹27,404.32 | 27,500 ₹27,500 |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 547.57 | sqm | 69.23 ₹37,908.20 | 75 ₹41,067.68 |
| 1.01 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 547.57 | sqm | 13.47 ₹7,375.75 | 15 ₹8,213.54 |
| 1.01 | OD31882/2025-2026:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement(IRC 3.2. 1.a) | 18 | cum | 3,257.31 ₹58,631.58 | 3,275 ₹58,950 |
| 1.01 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 12.1 | cum | 2,963.58 ₹35,859.32 | 2,975 ₹35,997.50 |
| 1.01 | 55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 5 | cum | 3,062.49 ₹15,312.45 | 3,078 ₹15,390 |
Tender Value
₹10.2 L
EMD Value
₹25,500
Closing Date
30 Jul 2025, 3:00 pmClosed
Assistant Executive Engineer
SewerageSub Division (North), Kerala Water Authority, Pattoor.Thiruvananthapuram 695024
State Plan Tarring State Plan Replacing of old and damaged 100 and 150mm SW line with 200mm SW sewer line from Vazhuthacadu Mohanan road towards CSM nagar Vazhuthacadu ward under Sewerage section Sasthamangalam Balance works Sewerage Work-Sewerage
2025_KWA_778150_1
WRD/KWA-CE(SR)/TR/12563/2025
Open Tender
Civil Works - Others
2920 days
Work
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,800
₹25,500
Yes
9 Jun 2026
22 Jul 2025
1 Aug 2025
22 Jul 2025
30 Jul 2025
22 Jul 2025
Amount
Tarring
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
OD88947/2025-2026:Spreading and compacting already laid Wet Mix Macadam and spraying sufficient quantity of water to prepare surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD31882/2025-2026:Supplying and stacking 24mm hard blue granite broken stone in standard heaps-for measurement(IRC 3.2. 1.a)
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
OD31881/2025-2026:Laying 40mm premixed chipping carpet over BT surface with departmental broken stones after thoroughly cleaning the base with wire brushes, brooms and applying a priming coat of hot bitumen @2.50Kg/10m2 and spreading the hot premix of 0.32m3 of 24mm, 0.22m3 of 12mm departmental metal mixed with 22.08Kg of bitumen per 10m2, rolling to dense surface, then spreading the seal coat comprising of 0.09m3 of 6mm metal mixed with 8.64kg of bitumen per 10m2 and rolling again including cost of bitumen, fuel, hire charges machineries etc. complete excluding the cost of bitumen, and 24mm ,12mm ,6mm metal(Total usage of bitumen 33.22 Kg per 10m2) (I.R.C 3.4.2)
OD88949/2025-2026:Removal of excess earth by lorry for minimum mechanical conveyance and less royalty of earth
D S RAJESHKUMAR (BID ID -2267031)
Bidder Name
SAJEEVKUMAR
D S RAJESHKUMAR
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