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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₹5.4 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No1(2) dtd.29-09-2025 of Kadakkavoor GP |
| Sl No | Description | Qty | Unit | Haridas L1 |
|---|---|---|---|---|
| 1.00Tarring | ||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 101.5 | sqm | 405 ₹41,107.5 Lowest |
| 1.00 | 5.2.1a:Tack Coat<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. | 795 | sqm | 13.5 ₹10,732.5 Lowest |
| 1.00 | OD95387/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded plastic 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 coated with shredded plastic (3% by weight of bitumen as per standard procedure 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 :- Type A <br> (II) Bitumen (S-65) | 795 | sqm | 287 ₹2,28,165 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 20.6 | cum | 447 ₹9,208.2 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 25.75 | cum | 9,684 ₹2,49,363 Lowest |
| 1.01 | OD95360/2025-2026:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per directions of Engineer-in-charge. | 1 | each | 2,960 ₹2,960 Lowest |
Tender Value
₹5.5 L
EMD Value
₹13,682
Closing Date
18 Sept 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 Kadakkavoor GP
KDKVR GP Retender Prjt No. 109/25-26-CHAKKIVILA THODIYIL ROAD UPGRADATION - WARD - 6 at Kadakkavoor GP Annual Plan 2025-26
2025_LSGD_774274_2
KDKVR GP Prjt No. 109/25-26-CHAKKIVILA THODIYIL ROAD UPGRADATION - WARD - 6 at Kadakkavoor GP Annual
Open Tender
Civil Works - Roads
Item Rate
120 days
Kadakkavoor GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,210
Yes
₹13,682
Yes
20 Oct 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
18 Sept 2025
11 Sept 2025
Amount
Tarring
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<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.
OD95387/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded plastic 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 coated with shredded plastic (3% by weight of bitumen as per standard procedure 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 :- Type A <br> (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD95360/2025-2026:Supplying and fixing nameboard of size 75*60 cm size using GI pipe as post and 1 mm thick MS sheet surrounded by MS angles including painting, lettering and fixing in concrete etc as per directions of Engineer-in-charge.
Bidder Name
Haridas
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