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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₹4.3 LAccepted-AOC VADANA HOUSE KUMMANNOOR | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹6,971.39 (1.61%)Rejected-AOC CHELAMATTOM VALLAM KARAYIL HOUSE | KANNUR | KERALA | 670511 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Mathachan m vadana L1 | GEORGE JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Maintenance | |||||
| 1.00 | OD241745/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller ,as per direction of departmental official at site . | 63 | sqm | 8 ₹504 | 7.8 ₹491.4 Lowest |
| 1.00 | OD246598/2025-2026:
Surface dressing of the ground including removing's vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50 m | 58.5 | sqm | 36 ₹2,106 | 35.26 ₹2,062.71 Lowest |
| 1.00 | 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) | 13.6 | cum | 9,563 ₹1,30,056.8 Lowest | 9,563.75 ₹1,30,067 |
| 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) | 7.31 | cum | 9,186 ₹67,177.22 Lowest | 9,554.21 ₹69,869.94 |
| 1.00 | 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. | 56.46 | sqm | 323 ₹18,236.58 Lowest | 323.59 ₹18,269.89 |
| 1.01 | 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. | 552 | sqm | 15.79 ₹8,716.08 Lowest | 15.79 ₹8,716.08 Lowest |
| 1.01 | 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) | 552 | sqm | 302 ₹1,66,704 Lowest | 302.65 ₹1,67,062.8 |
| 2.00Hand rail | |||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.54 | cum | 320 ₹172.8 Lowest | 359.72 ₹194.25 |
Tender Value
₹4.4 L
EMD Value
₹10,970
Closing Date
27 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
Office of the Assistant Engineer, Kozhuvanal Grama Panchayat
Road maintenance
2025_LSGD_793023_2
22/AE/LSGD/KVL/25-26
Open Tender
Civil Works - Roads
Item Rate
Kozhuvanal Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹970
₹10,970
12 Mar 2026
20 Sept 2025
29 Sept 2025
20 Sept 2025
27 Sept 2025
20 Sept 2025
20 Sept 2025 - 27 Sept 2025
Amount
Maintenance
OD241745/2025-2026:Scarifying existing road surface to a depth of 150mm and compacting the aggregates obtained from scarification with power roller ,as per direction of departmental official at site .
OD246598/2025-2026: Surface dressing of the ground including removing's vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50 m
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)
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)
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.
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)
Hand rail
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube
GEORGE JOSEPH (BID ID -2359949)
Bidder Name
Mathachan m vadana
GEORGE JOSEPH
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