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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC lowest |
| Sl No | Description | Qty | Unit | M.Salahudeen L1 |
|---|---|---|---|---|
| 1.00Re-tarring & Side berm | ||||
| 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) | 98.25 | sqm | 398.67 ₹39,169.33 |
| 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. | 86.1 | sqm | 306.52 ₹26,391.37 |
| 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. | 910 | sqm | 12.61 ₹11,475.10 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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) | 910 | sqm | 288.09 ₹2.6 L |
| 1.00 | 2.2.2.B:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Mechanical Means (B) In area of thorny jungle | 0.16 | Hectare | 38,689.42 ₹6,190.31 |
| 1.01 | OD244270/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5m | 1,084.5 | sqm | 35.89 ₹38,922.71 |
| 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) | 128.06 | cum | 9,108.3 ₹11.7 L |
| 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) | 9 | cum | 9,482.72 ₹85,344.48 |
| 1.01 | OD244272/2025-2026:Supplying and fixing name board of size 75 x 60cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site. | 1 | each | 5,087.65 ₹5,087.65 |
Tender Value
₹16.9 L
EMD Value
₹42,352
Closing Date
5 Feb 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer Thiruvananthapuram District Panchayth
Road
2026_LSGD_830483_34
30/HD/EE/LSGD/TVM/25-26
Open Tender
Civil Works - Roads
180 days
Thiruvananthapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,352
Yes
5 Jun 2026
30 Jan 2026
7 Feb 2026
30 Jan 2026
5 Feb 2026
30 Jan 2026
Re-tarring & Side berm
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)
5.5.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.
5.2.1a: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.
75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent 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)
2.2.2.B:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (II) By Mechanical Means (B) In area of thorny jungle
OD244270/2025-2026:Surface dressing of the ground including removing vegitation and in equalities not exceeding 15cm deep and disposal of rubbish ,lead upto 50m and lift upto 1.5m
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)
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)
OD244272/2025-2026:Supplying and fixing name board of size 75 x 60cm installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site.
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