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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 | L2₹8.4 L+₹875.07 (0.10%)Accepted-AOC | L2 | Accepted-AOC L2 | |
| 2 | L1₹8.4 LRejected-AOC | L1 | Rejected-AOC L1 |
| Sl No | Description | Qty | Unit | Manoj Kumar K S L1 | AKSHAY LAL M L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION | |||||
| 1.00 | OD120255/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing
Bituminous Surface to a Depth of 150 mm by Mechanical Means <br>
Scarifying the existing bituminous road surface to a depth of 150 mm and
Recompacting aggregate obtained from scarifying with power roller | 901.5 | sqm | 7.5 ₹6,761.25 Lowest | 7.8 ₹7,031.7 |
| 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 | 90.15 | cum | 3,750.47 ₹3,38,104.87 Lowest | 3,750.6 ₹3,38,116.59 |
| 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 | 901.5 | sqm | 80.2 ₹72,300.3 Lowest | 80.35 ₹72,435.53 |
| 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. | 901.5 | sqm | 18.5 ₹16,677.75 Lowest | 18.9 ₹17,038.35 |
| 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) | 901.5 | sqm | 302.5 ₹2,72,703.75 Lowest | 302.6 ₹2,72,793.9 |
| 1.01 | OD120278/2025-2026:Construction of subgrade and earthen shoulders with approved material obtained
from borrow pit with all lift and leads,transporting to site,spreading,grading to required slope and compacted
to meet requirement of Table 300.2 with lead up to 1000m per Technical specification clause 303.1 without
power roller | 16.71 | cum | 1,297 ₹21,675.46 Lowest | 1,297.15 ₹21,677.97 |
| 1.01 | 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 | 6.38 | cum | 441 ₹2,811.38 Lowest | 441.5 ₹2,814.56 |
| 1.01 | 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. | 12.15 | cum | 6,847.5 ₹83,197.13 Lowest | 6,847.7 ₹83,199.56 |
| 1.01 | 12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5) | 2.4 | cum | 9,617.5 ₹23,082 | 9,617 ₹23,080.8 Lowest |
Tender Value
₹8.4 L
EMD Value
₹20,956
Closing Date
30 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer Kadakkarappally GP
Annual Plan-2025-26.Project No. 100/26. -Kannattu Chadayamkattu Road Retarring in Ward No. 08 of Kadakkarappally GP
2025_LSGD_788587_1
02/AE/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadakkarappally GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,850
₹20,956
15 Oct 2025
21 Aug 2025
2 Sept 2025
21 Aug 2025
30 Aug 2025
21 Aug 2025
Amount
ROAD RENOVATION
OD120255/2025-2026:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and Recompacting aggregate obtained from scarifying with power roller
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)
OD120278/2025-2026:Construction of subgrade and earthen shoulders with approved material obtained from borrow pit with all lift and leads,transporting to site,spreading,grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000m per Technical specification clause 303.1 without power roller
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
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.
12.4.3.3:Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III. Random rubble masonry (iii) In cement mortar (1:5)
AKSHAY LAL M (BID ID -2316591)
Bidder Name
AKSHAY LAL M
Manoj Kumar K S
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