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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹2.5 LAccepted-AOC | ₹2.5 L | l1 | Accepted-AOC l1 |
| 2 | l2₹2.6 LRejected-Finance | ₹2.6 L | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | T HAMZA L2 | N V KUNHIMOHAMMED L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | |||||
| 1.00 | OD446146/2024-2025:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and
inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5
m. All kinds of soil | 264.9 | sqm | 35 ₹9,271.50 | 33.75 ₹8,940.38 |
| 1.00 | OD446147/2024-2025:[OD from DAR 51.2.3] - Filling with Quarry Muck.
Filling up low lying and water logged areas with local material/ quarry muck, spreading in
layers, leveling the top at site and consolidation by ramming, etc complete for improving the
CBR value of subgrade | 12.07 | cum | 950 ₹11,471.25 | 944.25 ₹11,401.82 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 39.73 | cum | 3,460 ₹1.4 L | 3,449.92 ₹1.4 L |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 264.9 | sqm | 78 ₹20,662.20 | 75.89 ₹20,103.26 |
| 1.00 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 264.9 | sqm | 14 ₹3,708.60 | 13.73 ₹3,637.08 |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65) | 264.9 | sqm | 278 ₹73,642.20 | 275.36 ₹72,942.86 |
Tender Value
₹2.5 L
EMD Value
₹6,353
Closing Date
6 Oct 2025, 5:00 pmClosed
Asst.Engineer
Municipal office Manjeri
Annual Plan-MLA-SDF-2024-2025 (Work code 7541)- MLA-SDF-2024-2025 (Work code 7541)-kolarkunu- not
2025_LSGD_803721_41
2716147/25/5
Open Tender
Civil Works - Roads
300 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,353
Yes
15 Jan 2026
1 Oct 2025
7 Oct 2025
1 Oct 2025
6 Oct 2025
1 Oct 2025
Amount
ROAD CONSTRUCTION
OD446146/2024-2025:[OD from DAR 2.28.1] - Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
OD446147/2024-2025:[OD from DAR 51.2.3] - Filling with Quarry Muck. Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
T HAMZA (BID ID -2374792)
Bidder Name
N V KUNHIMOHAMMED
T HAMZA
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