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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC LEELA NIVAS GURUVAYUR | GURUVAYUR | KERALA | ₹12.7 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹12.9 LRejected-AOC | ₹12.9 L | L2 | Rejected-AOC NOT ACCEPTED |
| Sl No | Description | Qty | Unit | Anilkumar L1 | P.SUNILKUMAR L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 256.68 | sqm | 418 ₹1.1 L | 420 ₹1.1 L |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 2,238 | sqm | 18.9 ₹42,298.20 | 20 ₹44,760 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 2,253 | sqm | 302.65 ₹6.8 L | 305 ₹6.9 L |
| 2.00ROAD MAINTENANCE-INTERLOCKING | |||||
| 2.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 279 | sqm | 16 ₹4,464 | 18 ₹5,022 |
| 2.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 32.55 | cum | 2,480 ₹80,724 | 2,500 ₹81,375 |
| 2.00 | OD298583/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings
and Technical Specification Clause 1504 | 279 | sqm | 1,002 ₹2.8 L | 1,050 ₹2.9 L |
| 2.00 | OD298624/2025-2026:(Modified data:75.8.1 )
Providing Plain cement concrete for Irish drain/ edges of roads 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) | 6.97 | cum | 9,195 ₹64,135.13 | 9,250 ₹64,518.75 |
| 3.00NEW TARRING | |||||
Tender Value
₹12.7 L
EMD Value
₹31,763
Closing Date
6 Oct 2025, 4:00 pmClosed
AE
AE, CHAVAKKAD MUNICIPALITY
PROJ.NO.174/26 - MAINTENANCE TO VANCHIKKADAVU HOSPITAL ROAD-CHAVAKKAD MUNICIPALITY
2025_LSGD_801489_1
174/25/AE/CKDMNLTY
Open Tender
Civil Works - Roads
270 days
CHAVAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,763
25 Apr 2026
25 Sept 2025
7 Oct 2025
25 Sept 2025
6 Oct 2025
25 Sept 2025
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