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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC | L1 | Accepted-AOC lowest | |
| 2 | L2₹16.4 L+₹44,612.13 (2.79%)Rejected-AOC | L2 | Rejected-AOC second lowest | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Sathikumar L3 | Jayachandran L5 | F.Satheesh Raj L1 | Aneesh SA L2 | Sukumaran B L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00Retaring | ||||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 50 | cum | 54.75 ₹2,737.5 | 55.87 ₹2,793.5 | 50 ₹2,500 Lowest | 54.19 ₹2,709.5 | 55.87 ₹2,793.5 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 105.3 | sqm | 403.62 ₹42,501.19 | 411.86 ₹43,368.86 | 390 ₹41,067 Lowest | 399.5 ₹42,067.35 | 411.86 ₹43,368.86 |
| 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. | 2,298.4 | sqm | 13.66 ₹31,396.14 | 13.94 ₹32,039.7 | 12.5 ₹28,730 Lowest | 13.52 ₹31,074.37 | 13.94 ₹32,039.7 |
| 1.00 | 75.5.9.2.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - II By Mechanical Means (II) Bitumen (S-65) | 2,298.4 | sqm | 178.93 ₹4,11,252.71 | 182.58 ₹4,19,641.87 | 175 ₹4,02,220 Lowest | 177.1 ₹4,07,046.64 | 182.58 ₹4,19,641.87 |
| 1.00 | 75.5.12.A.1.2Z:Seal Coat - Manual Means - Type A - Bitumen S-65 and Antistripping Agent Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - I : Type A (II) Bitumen (S-65) | 2,298.4 | sqm | 115.22 ₹2,64,821.65 | 117.57 ₹2,70,222.89 | 110 ₹2,52,824 Lowest | 114.04 ₹2,62,109.54 | 117.57 ₹2,70,222.89 |
| 1.01 | 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. | 476 | sqm | 16.03 ₹7,630.28 | 16.36 ₹7,787.36 | 10 ₹4,760 Lowest | 15.87 ₹7,554.12 | 16.36 ₹7,787.36 |
| 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) | 71.4 | cum | 9,580.74 ₹6,84,064.84 | 9,776.27 ₹6,98,025.68 | 9,300 ₹6,64,020 Lowest | 9,482.98 ₹6,77,084.77 | 9,776.27 ₹6,98,025.68 |
| 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) | 22.9 | cum | 9,203.06 ₹2,10,750.07 | 9,390.88 ₹2,15,051.15 | 8,800 ₹2,01,520 Lowest | 9,109.15 ₹2,08,599.54 | 9,390 ₹2,15,031 |
| 1.01 | OD83705/2025-2026:Nameboard | 1 | each | 5,058.93 ₹5,058.93 | 5,162.17 ₹5,162.17 | 1,000 ₹1,000 Lowest | 5,007.3 ₹5,007.3 | 5,162 ₹5,162 |
Tender Value
₹16.9 L
EMD Value
₹42,352
Closing Date
11 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayath
Road
2025_LSGD_778943_15
10/HD/AEE/LSGD/TVM/2025-26
Open Tender
Civil Works - Roads
Item Rate
240 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,352
Yes
19 Oct 2025
26 Jul 2025
11 Aug 2025
26 Jul 2025
11 Aug 2025
26 Jul 2025
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finance_1275975.pdf
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