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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1Admitted-Fee/PreQual/Technical/Finance | ₹1 | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNIL M L1 |
|---|---|---|---|---|
| 1.00construction of road | ||||
| 1.00 | OD271896/2025-2026:Construction of subgrade and earthern shoulders
Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER | 130.8 | cum | 1,318.75 ₹1,72,492.5 Lowest |
| 1.00 | 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. (ii) Using Gravel mix soil. | 140.85 | cum | 2,662.49 ₹3,75,011.72 Lowest |
| 1.00 | 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) | 117.38 | cum | 10,240 ₹12,01,920 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) | 15.65 | cum | 9,851.97 ₹1,54,183.33 Lowest |
| 1.00 | OD271952/2025-2026:Supplying and fixing Name board. | 1 | each | 3,146 ₹3,146 Lowest |
| 2.00Retaining wall | ||||
| 2.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 6.3 | cum | 515.25 ₹3,246.08 Lowest |
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 4.97 | cum | 1,010.03 ₹5,023.89 Lowest |
| 2.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 17.56 | cum | 7,343.63 ₹1,28,924.77 Lowest |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
5 Aug 2026, 5:00 pmClosed
Executive Engineer
O/O THE EXECUTIVE ENGINEER, LSGD DIVISION CIVIL STATION
EQUOTATION LAC ADS MLA ADS 2025 26 AROOR LAC THYCATTUSSERY BP PERUMPALAM GP WARD 10 PUTHUKKAD MUKKANNAMCHIRA ROAD AMOUNT 25 LAKHS-General Civil Work
2026_LSGD_863059_1
JP/JULY/FRESH/LIDEW/ALPY/26-27
Open Tender
Civil Works - Roads
Fixed-rate
240 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹50,000
Yes
7 Aug 2026
29 Jul 2026
7 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1construction of road | |||||
| 1.001 | OD271896/2025-2026:Construction of subgrade and earthern shoulders
Construction of subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site ,spreading ,grading to required slope and compacting to meet requirement of table 300.2 with lead up to 1000 m as per technical specification clause 303.1 (3.14 modified with increased compensation and additional conveyance CHERTHALA TALUK DSoR 2021) WITH POWER ROLLER | - | cum | - | - |
| 1.002 | 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. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD271952/2025-2026:Supplying and fixing Name board. | - | each | - | - |
| 2Retaining wall | |||||
| 2.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 1 | cum | - | - |
| 2.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 2.003 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
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