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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹4.3 LAccepted-AOC | ₹4.3 L | LI | Accepted-AOC LI |
| 2 | LII₹4.3 LRejected-AOC | ₹4.3 L | LII | Rejected-AOC LII |
| Sl No | Description | Qty | Unit | SATHEESH KUMAR M L1 | SREEKUMAR L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 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. | 300 | sqm | 11 ₹3,300 | 11.2 ₹3,360 |
| 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 | 37.5 | cum | 3,787 ₹1.4 L | 3,798 ₹1.4 L |
| 1.00 | 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 | 375 | sqm | 86 ₹32,250 | 86.3 ₹32,362.50 |
| 1.00 | 75.5.2.3pb: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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 375 | sqm | 19 ₹7,125 | 19.1 ₹7,162.50 |
| 1.00 | 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) | 375 | sqm | 288 ₹1.1 L | 289 ₹1.1 L |
| 1.01 | OD260521/2024-2025: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.(without power roll) | 7.5 | cum | 1,290 ₹9,675 | 1,294 ₹9,705 |
| 1.01 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 3.15 | cum | 874 ₹2,753.10 | 876 ₹2,759.40 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 8.15 | cum | 6,759 ₹55,119.65 | 6,778 ₹55,274.59 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 7.85 | cum | 9,118 ₹71,576.30 | 9,143 ₹71,772.55 |
Tender Value
₹3.9 L
EMD Value
₹9,865
Closing Date
4 Mar 2025, 6:00 pmClosed
ASSISTANT ENGINEER
CHERTHALA MUNICIPALITY
P NO 514/25
2025_LSGD_743001_3
6/AE/CMC/2024-25/2
Open Tender
Civil Works - Roads
240 days
CHERTHALA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹870
Yes
₹9,865
Yes
30 May 2026
25 Feb 2025
6 Mar 2025
25 Feb 2025
4 Mar 2025
25 Feb 2025
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