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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC | ₹10.5 L | L1 | Accepted-AOC L1 Admitted |
| 2 | L2₹11.6 L+₹1.1 L (10.9%)Rejected-Finance | ₹11.6 L+₹1.1 L (10.9%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹11.9 L+₹1.4 L (13.7%)Rejected-Finance | ₹11.9 L+₹1.4 L (13.7%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | T SUNIL KUMAR L3 | REJI KUMARAN THAMPI G L2 | SHARAFUDEEN L1 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 280.75 | sqm | 470 ₹1,31,952.5 | 450 ₹1,26,337.5 | 392.5 ₹1,10,194.38 Lowest |
| 1.00 | 5.2.1a:Tack Coat 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. | 1,650 | sqm | 16 ₹26,400 | 15.2 ₹25,080 | 13.6 ₹22,440 Lowest |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 1,650 | sqm | 340 ₹5,61,000 | 330 ₹5,44,500 | 286 ₹4,71,900 Lowest |
| 1.00 | OD502697/2025-2026::Surface dressing of the ground in All kinds of soil 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. | 120 | sqm | 40 ₹4,800 | 37 ₹4,440 | 35.7 ₹4,284 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) | 30.38 | cum | 9,500 ₹2,88,562.5 | 9,350 ₹2,84,006.25 | 8,906 ₹2,70,519.75 Lowest |
| 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) | 17.86 | cum | 9,800 ₹1,75,077 | 9,750 ₹1,74,183.75 | 9,276 ₹1,65,715.74 Lowest |
Tender Value
₹11.0 L
EMD Value
₹27,533
Closing Date
31 Jul 2026, 4:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
Annual Plan-PR NO 28/2026-27-Pazhakutty Nagarikunnu Block Office Road Retarring and concrete-Nedumangad Municipality.-General Civil Work
2026_LSGD_861808_1
28/AE/MUN/NDD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹27,533
Yes
19 Sept 2026
23 Jul 2026
3 Aug 2026
23 Jul 2026
31 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | - | sqm | - | - |
| 1.002 | 5.2.1a:Tack Coat 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. | - | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | - | sqm | - | - |
| 1.004 | OD502697/2025-2026::Surface dressing of the ground in All kinds of soil 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. | - | sqm | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | cum | - | - |
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