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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 LAccepted-AOC | ₹15.6 L | L1 | Accepted-AOC Agreement executed on10/11/25 |
| 2 | L2₹15.6 LRejected-AOC | ₹15.6 L | L2 | Rejected-AOC L1 Agreement executed on10/11/25 |
| Sl No | Description | Qty | Unit | Krishnakumar Krishnan Nair L1 | SHOUKATHALI L2 |
|---|---|---|---|---|---|
| 1.00ROAD RENOVATION WORKS | |||||
| 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. | 30 | sqm | 350 ₹10,500 | 450 ₹13,500 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 30.25 | sqm | 450 ₹13,612.50 | 500 ₹15,125 |
| 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. | 4,500 | sqm | 16 ₹72,000 | 19 ₹85,500 |
| 1.00 | OD341775/2025-2026: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 By Manual Means:- Type
A (II) Bitumen (S-65) | 4,500 | sqm | 312 ₹14.0 L | 350 ₹15.8 L |
| 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. | 8 | sqm | 16 ₹128 | 16 ₹128 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.2 | cum | 9,563 ₹11,475.60 | 9,650 ₹11,580 |
| 1.01 | OD341776/2025-2026:od35492/2019_2020 :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 | 48.5 | per sqm | 35 ₹1,697.50 | 36 ₹1,746 |
| 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) | 4.85 | cum | 9,186 ₹44,552.10 | 9,320 ₹45,202 |
Tender Value
₹14.4 L
EMD Value
₹36,010
Closing Date
22 Oct 2025, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER, LID and EW PATHANAMTHITTA MUNICIPALTY
Retarring
2025_LSGD_809290_1
LSGD/CELSGD/89407/2025-2026
Open Tender
Civil Works - Roads
90 days
PATHANAMTHITTA MUNICIPALITY
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹36,010
Yes
24 Dec 2025
14 Oct 2025
23 Oct 2025
14 Oct 2025
22 Oct 2025
14 Oct 2025
Amount
ROAD RENOVATION WORKS
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.
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.2.1pb: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.
OD341775/2025-2026: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 By Manual Means:- Type A (II) Bitumen (S-65)
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.
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD341776/2025-2026:od35492/2019_2020 :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)
SHOUKATHALI (BID ID -2404235)
Bidder Name
Krishnakumar Krishnan Nair
SHOUKATHALI
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