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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₹16.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | AKSHAY LAL M L1 | SATHEESH KUMAR M L2 | SREEKUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD TARRING | ||||||
| 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. | 1,036.8 | sqm | 15.4 ₹15,966.72 Lowest | 16.01 ₹16,599.17 | 16.01 ₹16,599.17 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 144.9 | cum | 3,624 ₹5,25,117.6 Lowest | 3,750 ₹5,43,375 | 3,750.64 ₹5,43,467.74 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,134 | sqm | 77.66 ₹88,066.44 Lowest | 80 ₹90,720 | 80.37 ₹91,139.58 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,134 | sqm | 18.26 ₹20,706.84 Lowest | 18.9 ₹21,432.6 | 18.9 ₹21,432.6 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 1,134 | sqm | 292 ₹3,31,128 Lowest | 300 ₹3,40,200 | 302.65 ₹3,43,205.1 |
| 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) | 15.65 | cum | 8,879.89 ₹1,38,970.28 Lowest | 9,100 ₹1,42,415 | 9,186.73 ₹1,43,772.32 |
| 2.00SIDE PROTECTION WALL | ||||||
| 2.00 | 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 | 26.5 | cum | 426.97 ₹11,314.71 Lowest | 441 ₹11,686.5 | 441.5 ₹11,699.75 |
| 2.00 | OD40334/2025-2026:DRY RUBBLE MASONRY with hard stone, 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. | 80.16 | cum | 5,883 ₹4,71,598.93 Lowest | 5,900 ₹4,72,961.7 | 6,083.09 ₹4,87,638.74 |
Tender Value
₹16.9 L
EMD Value
₹42,366
Closing Date
5 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.
ASSISTANT EXECUTIVE ENGINEER
Executive Engineer , LSGD DIVISION CIVIL STATION
Fresh Tender Annual Plan 227 25 ALAPPUZHA DISTRICT PANCHAYATH 2025 26 VAYALAR DIVISION CHERTHALA SOUTH GRAMA PANCHAYATH WARD 8 9 MAINTENANCE OF VAZHEEKAVALA KOLOTH ROAD General Civil Work
2025_LSGD_779109_3
JP/JULY/FRESH/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹42,366
Yes
25 Sept 2025
26 Jul 2025
7 Aug 2025
26 Jul 2025
5 Aug 2025
26 Jul 2025
Amount
ROAD TARRING
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.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
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)
SIDE PROTECTION WALL
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
OD40334/2025-2026:DRY RUBBLE MASONRY with hard stone, 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.
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD70877/2025-2026:CHERTHALA TALUK Construction of embackment with approved material obtained from borrow pits with a lift up to 1.50m transporting to site ,spreadding ,grading to required slope and compacted to meet requirement of Table 300.1 and 300.2 with lead upto 1000 m as per Technical Specification Clause 301.5.(WITHOUT POWER ROLLER)
SATHEESH KUMAR M (BID ID -2274312)
SREEKUMAR (BID ID -2274329)
Bidder Name
AKSHAY LAL M
SREEKUMAR
SATHEESH KUMAR M
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