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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 LRejected-Finance | ₹4.8 L | 1 | Rejected-Finance l1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | T KUNHIRAMAN L1 | ASHRAF K L2 |
|---|---|---|---|---|---|
| 1.00detailed estimate | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 417 | sqm | 10.58 ₹4,411.86 | 11.07 ₹4,616.19 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 14.4 | cum | 498.28 ₹7,175.23 | 522 ₹7,516.8 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 28.62 | cum | 3,206.04 ₹91,756.86 | 3,355 ₹96,020.1 |
| 1.00 | OD119917/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
(ii) Using Gravel mix soil.
Code Description | 16.68 | cum | 201.31 ₹3,357.85 | 211 ₹3,519.48 |
| 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 | 46.35 | cum | 3,577.75 ₹1,65,828.71 | 3,744 ₹1,73,534.4 |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 46.35 | sqm | 87.9 ₹4,074.17 | 92 ₹4,264.2 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 46.35 | sqm | 18.68 ₹865.82 | 20 ₹927 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 46.35 | sqm | 278.78 ₹12,921.45 | 292 ₹13,534.2 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 21.6 | cum | 8,957.54 ₹1,93,482.86 | 9,374 ₹2,02,478.4 |
Tender Value
₹4.4 L
EMD Value
₹11,007
Closing Date
24 Mar 2025, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LID and EW section Chekkiad GP
Chekkiad GP 2024-25 Proj. No. 5-Maintenance of Adhayamukku Puzhakkalakkandi Road in Ward 2
2025_LSGD_750890_13
AE/CGP/TN/05/2024-25
Open Tender
Civil Works - Roads
360 days
Chekkiad
Please refer Tender documents.
7 documents required · 7 mandatory
₹975
Yes
₹11,007
Yes
13 Feb 2026
17 Mar 2025
26 Mar 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
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