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Tender ID
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₹27.8 LAccepted-AOC KUTTIYIL MANGAMKUZHY | PATHANAMTHITTA | KERALA | 689694 | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SIBI FRANCIS L1 |
|---|---|---|---|---|
| 1.00ROAD CONSTRUCTION | ||||
| 1.00 | OD409550/2023-2024:Construction of Embankment with material obtained from borrow pit with a lift up to
1.5 m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table
300.1 &300.2 with lead up to 1000 m as per Technical Specification Clause
301.5.including all conveyance. | 405.17 | cum | 1,406.38 ₹5,69,815.95 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. <br>(ii) Using Gravel mix soil. | 84 | cum | 2,484.07 ₹2,08,661.88 Lowest |
| 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 | 126 | cum | 3,750.64 ₹4,72,580.64 Lowest |
| 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 | 840 | sqm | 80.37 ₹67,510.8 Lowest |
| 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. | 840 | sqm | 18.9 ₹15,876 Lowest |
| 1.01 | 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) | 840 | sqm | 302.65 ₹2,54,226 Lowest |
| 1.01 | OD348836/2024-2025:Construction of Embankment with material obtained from borrow pit with a lift up to
1.5 m, transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table; without using Static Roller
300.1 &300.2 with lead up to 1000 m as per Technical Specification Clause
301.5.including all conveyance. | 14 | cum | 1,391.89 ₹19,486.46 Lowest |
| 1.01 | OD409555/2023-2024:Providing and fixing granite name board | 1 | each | 4,999.72 ₹4,999.72 Lowest |
| 2.00Retaining wall & Pipe laying | ||||
Tender Value
₹27.9 L
EMD Value
₹50,000
Closing Date
25 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 ENGINEER
LSGD OFFICE CIVIL STATION
Re Tender LAC ADSProjno 22454 Sri P P ChitharanjanMLA P V Prabhakaran Smaraka Road inward 13 of Mararikulam South GPRoadformation General Civil Work
2025_LSGD_786341_6
JP/AUG/RE/LIDEW/ALPY/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
17 Oct 2025
14 Aug 2025
27 Aug 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
Amount
ROAD CONSTRUCTION
OD409550/2023-2024:Construction of Embankment with material obtained from borrow pit with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.1 &300.2 with lead up to 1000 m as per Technical Specification Clause 301.5.including all conveyance.
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. <br>(ii) Using Gravel mix soil.
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)
OD348836/2024-2025:Construction of Embankment with material obtained from borrow pit with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table; without using Static Roller 300.1 &300.2 with lead up to 1000 m as per Technical Specification Clause 301.5.including all conveyance.
OD409555/2023-2024:Providing and fixing granite name board
Retaining wall & Pipe laying
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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia
OD28900/2025-2026:DRY RUBBLE MASONRY with hard 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.
12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Bidder Name
SIBI FRANCIS
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