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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC | ₹15.2 L Quoted ₹15.3 L | L1 | Accepted-AOC lowest |
| 2 | L2₹16.9 L+₹1.7 L (11.0%)Rejected-AOC | ₹16.9 L+₹1.7 L (11.0%) | L2 | Rejected-AOC second |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | JESWIN JIJO L2 | SAJINI S S L1 | SREEJITH R S L3 |
|---|---|---|---|---|---|---|
| 1.00Maintenance | ||||||
| 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. | 992 | sqm | 16 ₹15,872 | 14.74 ₹14,622.08 Lowest | 16.36 ₹16,229.12 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 23.12 | cum | 451.31 ₹10,434.29 | 406.63 ₹9,401.29 Lowest | 451.31 ₹10,434.29 |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 113.24 | sqm | 316.98 ₹35,894.82 | 285.6 ₹32,341.34 Lowest | 316.98 ₹35,894.82 |
| 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. | 756 | sqm | 13.94 ₹10,538.64 | 12.56 ₹9,495.36 Lowest | 13.94 ₹10,538.64 |
| 1.00 | 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) | 756 | sqm | 292.13 ₹2,20,850.28 | 263.21 ₹1,98,986.76 Lowest | 292.13 ₹2,20,850.28 |
| 1.01 | OD69596/2025-2026:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 722.4 | sqm | 1,097.83 ₹7,93,072.39 | 989.14 ₹7,14,554.74 Lowest | 1,097.83 ₹7,93,072.39 |
| 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) | 30 | cum | 9,776.27 ₹2,93,288.1 | 8,808.42 ₹2,64,252.6 Lowest | 9,776.27 ₹2,93,288.1 |
| 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) | 31.09 | cum | 9,390.88 ₹2,91,962.46 | 8,461.18 ₹2,63,058.09 Lowest | 9,390.88 ₹2,91,962.46 |
| 1.01 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 8 | cum | 1,866.18 ₹14,929.44 | 1,681.43 ₹13,451.44 Lowest | 1,866.18 ₹14,929.44 |
Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
5 Aug 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Road
2025_LSGD_778943_6
10/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,370
Yes
3 Sept 2026
26 Jul 2025
7 Aug 2025
26 Jul 2025
5 Aug 2025
26 Jul 2025
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