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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₹40.1 LAccepted-AOC | L1 | Accepted-AOC Since Labour contract society , considered as L1 | |
| 2 | L2₹39.8 L−₹22,620.65 (0.56%)Rejected-AOC OVELIL HOUSE KARUMPANADOM PO CHANGANACHERRY KERALA 686536 | CHANGANACHERRY | KOTTAYAM | KERALA | 686536 | L2 | Rejected-AOC L2 | |
| 3 | L3₹40.4 L+₹38,733.82 (0.97%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | KOTTAYAM LABOUR CONTRACT CO OPERATIVE SOCIETY LTD K1235 L2 | NIKHIL T REJI L3 | SHAJAN JACOB L1 |
|---|---|---|---|---|---|---|
| 1.00Road Construction | ||||||
| 1.00 | OD20218/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller, as per direction of departmental officers at site.(Modified item 3.2) | 3,692 | sqm | 7.8 ₹28,797.6 | 8 ₹29,536 | 7.5 ₹27,690 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 | 247.2 | cum | 3,750.64 ₹9,27,158.21 | 3,800 ₹9,39,360 | 3,725 ₹9,20,820 Lowest |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 180.27 | sqm | 323.59 ₹58,334.54 | 325 ₹58,588.73 | 320 ₹57,687.36 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 | 2,752 | sqm | 80.37 ₹2,21,178.24 | 85 ₹2,33,920 | 78 ₹2,14,656 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 2,048 | sqm | 15.79 ₹32,337.92 | 17 ₹34,816 | 15 ₹30,720 Lowest |
| 1.01 | 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. | 2,752 | sqm | 18.9 ₹52,012.8 | 20 ₹55,040 | 18 ₹49,536 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) | 4,800 | sqm | 302.65 ₹14,52,720 | 304 ₹14,59,200 | 302 ₹14,49,600 Lowest |
| 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) | 108.79 | cum | 9,186.73 ₹9,99,387.61 | 9,190 ₹9,99,743.34 | 9,180 ₹9,98,655.48 Lowest |
| 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 | 13.95 | cum | 441.5 ₹6,158.93 | 445 ₹6,207.75 | 440 ₹6,138 Lowest |
Tender Value
₹40.1 L
EMD Value
₹50,000
Closing Date
9 Jul 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Executive Engineer LID EW Division Kottayam
LAC-ADS-2024 25 21691 Sri Adv Job Michel MLA Changanassery Constituency Construction of Mukkattukunnel Nattuva Road Madappally GP General Civil Work
2025_LSGD_773219_11
4/2025-26/EE/LIDEW
Open Tender
Civil Works - Roads
Item Rate
60 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
12 Dec 2025
2 Jul 2025
10 Jul 2025
2 Jul 2025
9 Jul 2025
2 Jul 2025
Amount
Road Construction
OD20218/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller, as per direction of departmental officers at site.(Modified item 3.2)
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
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
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
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.2.3pb: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)
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
OD20216/2025-2026:DR masonry Dry rubble masonry with out concrete levelling course using good quality rubble including packing to compactness to lines and levels labour charges etc complete as per the direction of departmental officers at site
OD20215/2025-2026:DRY RUBBLE MASONRY with departmental stone _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels excluding cost of dptl materials including labour charges etc. complete as per direction of Departmental officers at site
OD40867/2025-2026:Dismantling DR masonry dismantling clearing away and carefully stacking materials for re use in any wall thickness of DR masonry and disposal of debris with a lead of 150m
OD20217/2025-2026:Supplying and fixing Name Board.
KOTTAYAM LABOUR CONTRACT CO OPERATIVE SOCIETY LTD K1235 (BID ID -2240727)
NIKHIL T REJI (BID ID -2242414)
Bidder Name
NIKHIL T REJI
SHAJAN JACOB
KOTTAYAM LABOUR CONTRACT CO OPERATIVE SOCIETY LTD K1235
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