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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₹6.3 LAccepted-AOC ALI MANZIL PULLANIPACHA VATTAPPARA OYUR PO KOLLAM | KOLLAM | KOLLAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KIZHAKKE THAZHENJIL MYODE P O POOYAPPALLY KOLLAM | MYODE | KOLLAM | KERALA | 691537 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHARAFUDEEN M L1 | RAMLAL T G L2 |
|---|---|---|---|---|---|
| 1.00irish dain | |||||
| 1.00 | OD175351/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 160.2 | sqm | 36.75 ₹5,887.35 Lowest | 36.75 ₹5,887.35 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) | 24.03 | cum | 9,186.73 ₹2,20,757.12 Lowest | 9,186.73 ₹2,20,757.12 Lowest |
| 2.00reterring | |||||
| 2.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 79.64 | sqm | 323.59 ₹25,770.71 Lowest | 323.59 ₹25,770.71 Lowest |
| 2.00 | 3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 186 | sqm | 16.01 ₹2,977.86 Lowest | 16.01 ₹2,977.86 Lowest |
| 2.00 | OD191564/2025-2026:Reusing and relaying dismantled flexible pavement base course material available on site
including spreading in uniform thickness , hand packing, rolling with three wheel 80-
100KNstatic roller instages to proper grade and camber, applying and brooming ,crushable
screeningto fill- up the interstices of coarse aggregrate, watering and compacting to the required
density
Grading 2 as per Technical Specification Clause405. USING DEPARTMENTAL MATERIAL | 13.05 | cum | 235.29 ₹3,070.53 Lowest | 235.29 ₹3,070.53 Lowest |
| 2.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 15.75 | cum | 3,750.64 ₹59,072.58 Lowest | 3,750.64 ₹59,072.58 Lowest |
| 2.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 192 | sqm | 80.37 ₹15,431.04 Lowest | 80.37 ₹15,431.04 Lowest |
| 2.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 192 | sqm | 18.9 ₹3,628.8 Lowest | 18.9 ₹3,628.8 Lowest |
Tender Value
₹6.4 L
EMD Value
₹15,888
Closing Date
29 Aug 2025, 1:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Assistant Engineer LIDEW Section Velinalloor GP,Chadayamangalam BP, Kollam
Maintenance of Thettikadu-Kollamkode colony road(103/2025-26)
2025_LSGD_788359_4
03/2025-26/AE/LIDEW/VLNR
Open Tender
Civil Works - Roads
Item Rate
LIDEW Section Velinalloor GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,405
Yes
₹15,888
Yes
6 Oct 2025
19 Aug 2025
30 Aug 2025
19 Aug 2025
29 Aug 2025
19 Aug 2025
19 Aug 2025 - 29 Aug 2025
Amount
irish dain
OD175351/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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)
reterring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD191564/2025-2026:Reusing and relaying dismantled flexible pavement base course material available on site including spreading in uniform thickness , hand packing, rolling with three wheel 80- 100KNstatic roller instages to proper grade and camber, applying and brooming ,crushable screeningto fill- up the interstices of coarse aggregrate, watering and compacting to the required density Grading 2 as per Technical Specification Clause405. USING DEPARTMENTAL MATERIAL
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 <br> 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD183247/2025-2026:Supplying and fixing information nameboard of size 75x60 using GI pipes as post 1mm MS steel surrounded by MS angles including painting lettering and fixing in concrete etc complete
RAMLAL T G (BID ID -2314943)
Bidder Name
SHARAFUDEEN M
RAMLAL T G
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