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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₹3.5 LAccepted-AOC MANIMANGALATHU PALACKAL THEVALAKKARA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | l1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KOLLAM | KOLLAM | KERALA | 689694 | - | Rejected-Technical l2 |
| Sl No | Description | Qty | Unit | ANIL KUMAR S L1 | Ashokkumar.k L2 |
|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||
| 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. | 180 | sqm | 16.01 ₹2,881.8 Lowest | 17.61 ₹3,169.8 |
| 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. | 56.64 | sqm | 323.59 ₹18,329.43 Lowest | 355.95 ₹20,162.43 |
| 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 | 13.5 | cum | 3,750.64 ₹50,633.64 Lowest | 4,125.7 ₹55,696.95 |
| 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 | 180 | sqm | 80.37 ₹14,466.6 Lowest | 88.41 ₹15,913.8 |
| 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. | 180 | sqm | 18.9 ₹3,402 Lowest | 20.79 ₹3,742.2 |
| 1.01 | 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. | 414 | sqm | 15.79 ₹6,537.06 Lowest | 17.37 ₹7,191.18 |
| 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) | 594 | sqm | 302.65 ₹1,79,774.1 Lowest | 332.92 ₹1,97,754.48 |
| 1.01 | OD101032/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m | 48 | sqm | 36.75 ₹1,764 Lowest | 40.43 ₹1,940.64 |
| 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) | 7.2 | cum | 9,186.73 ₹66,144.46 Lowest | 10,105.4 ₹72,758.88 |
Tender Value
₹3.5 L
EMD Value
₹8,777
Closing Date
6 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
Assistant Engineer ,LIDEW,Thekumbhagom GP
Annual Plan-2025-26 Thekkumbhagom GP PR NO 73/26 - Kulathoor thekkemukku Ponnodilmukku Road Maintenance ward 10
2025_LSGD_778048_1
73/AE/LIDEW/TKBM/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
THEKKUMBHAGOM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹775
Yes
₹8,777
Yes
24 Sept 2025
21 Jul 2025
8 Aug 2025
21 Jul 2025
6 Aug 2025
21 Jul 2025
21 Jul 2025 - 1 Aug 2025
Amount
ROAD MAINTENANCE
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.
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.
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.
75.5.2.1pb: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.
75.5.11.1.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)
OD101032/2025-2026:Surface dressing of the ground in all kinds of soil including removing vegetation and in- equalities not exceding 15 cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m
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)
OD101058/2025-2026:Filling with contractors own earth (excluding rock)in open areas in layers not exceeding 20cm depth consolidating each deposited layers by ramming and watering lead up to 50m and lift up to 1.50m as per direction of site Engineer in charge
Ashokkumar.k (BID ID -2276926)
Bidder Name
Ashokkumar.k
ANIL KUMAR S
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