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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAccepted-AOC MUNDATTU HOUSE AZAD ROAD MARKET P O MUVATTUPUZHA ERNAKULAM 686673 KERALA | ERNAKULAM | KERALA | 686673 | L1 | Accepted-AOC Low rate hence accepted in financial evaluation | |
| 2 | l2₹9.4 L+₹6,417.12 (0.69%)Rejected-AOC | l2 | Rejected-AOC heigher rate |
| Sl No | Description | Qty | Unit | ANZAR MUNDATTU L1 | ABU M M L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate RE TARRING | |||||
| 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. | 127.75 | sqm | 312.91 ₹39,974.25 Lowest | 315 ₹40,241.25 |
| 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. | 126.66 | sqm | 406.11 ₹51,437.89 Lowest | 408 ₹51,677.28 |
| 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. | 1,653 | sqm | 15.79 ₹26,100.87 Lowest | 16 ₹26,448 |
| 1.00 | 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) | 1,653 | sqm | 289.21 ₹4,78,064.13 Lowest | 292 ₹4,82,676 |
| 1.00 | OD173155/2025-2026:Sectioning up to 150 mm and forming the surface for Old road way leveling,cambering etc. complete as per direction of Engineering in charge. | 238.5 | sqm | 31.2 ₹7,441.2 Lowest | 35 ₹8,347.5 |
| 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) | 35.77 | cum | 9,186.73 ₹3,28,655.27 Lowest | 9,188 ₹3,28,700.7 |
Tender Value
₹9.3 L
EMD Value
₹23,292
Closing Date
21 Feb 2026, 6:00 pmClosed
assistant engineer
assistant engineerPERUMBAVOOR MUNICIPALITY
Annual Plan-48/26 , 2025-26-Renovation OF PARAPPURAM KARIYELI ROAD PARAPPURAM KONAMKUDY ROAD TETTIKOTTU TEMPLE ROAD BY LINE IN WARD 2
2026_LSGD_835875_1
PW1/2497328/48/25-26
Open Tender
Civil Works - Roads
Item Rate
150 days
perumbavoor municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,055
₹23,292
Yes
19 Jul 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate RE TARRING | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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. | 1 | sqm | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 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) | - | sqm | - | - |
| 1.005 | OD173155/2025-2026:Sectioning up to 150 mm and forming the surface for Old road way leveling,cambering etc. complete as per direction of Engineering in charge. | - | sqm | - | - |
| 1.006 | 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) | 1 | cum | - | - |
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