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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₹16.9 LAccepted-Finance | L1 | Accepted-Finance L1 |
| Sl No | Description | Qty | Unit | ALFRED C L1 |
|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||
| 1.00 | OD10801/2025-2026: Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 15 m and lift up to 1.5 m
All kinds of soil | 60 | per sqm | 36 ₹2,160 Lowest |
| 1.00 | OD10803/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layer not exceeding 20 cm in depth, consolidation , ramming and watering, lead up to 50 m and lift up to 1.5m as per direction of deptl . officers. | 18.38 | cum | 623.69 ₹11,460.3 Lowest |
| 1.00 | OD10802/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 11.9 | cum | 948.43 ₹11,286.32 Lowest |
| 1.00 | 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) | 115.97 | cum | 9,370 ₹10,86,667.01 Lowest |
| 1.00 | OD10800/2025-2026::Supplying and fixing granite name board of size 75*60 cm size installed in appropriate
place visible to public made of brick wall with granite plaque should be inserted and engraving
letters etc.
complete as per direction of e-i-c. | 1 | each | 5,144.9 ₹5,144.9 Lowest |
| 2.00RETARRING | ||||
| 2.00 | 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. | 161.71 | sqm | 316 ₹51,100.36 Lowest |
| 2.00 | 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) | 50.22 | sqm | 411.86 ₹20,683.61 Lowest |
| 2.00 | 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. | 1,645 | sqm | 13.94 ₹22,931.3 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,367
Closing Date
5 Feb 2026, 2:00 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 Panchayth
Road
2026_LSGD_830483_36
30/HD/EE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,367
Yes
31 Mar 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
ROAD CONCRETE
OD10801/2025-2026: Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 15 m and lift up to 1.5 m All kinds of soil
OD10803/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layer not exceeding 20 cm in depth, consolidation , ramming and watering, lead up to 50 m and lift up to 1.5m as per direction of deptl . officers.
OD10802/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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)
OD10800/2025-2026::Supplying and fixing granite name board of size 75*60 cm size installed in appropriate place visible to public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per direction of e-i-c.
RETARRING
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.
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)
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.
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)
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