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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.9 LRejected-AOC | ₹8.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | V V Manojan L1 | BABU M JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00PADANNAKKATT BANK ROAD RETARRING | |||||
| 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) | 228.64 | sqm | 350 ₹80,024 | 380 ₹86,883.20 |
| 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. | 2,765 | sqm | 13 ₹35,945 | 13 ₹35,945 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 2,765 | sqm | 265 ₹7.3 L | 270 ₹7.5 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 55.2 | cum | 300 ₹16,560 | 300 ₹16,560 |
Tender Value
₹9.3 L
EMD Value
₹23,304
Closing Date
30 Oct 2025, 11:00 amClosed
Assistant Engineer, LIDEW, Kanhangad Municipal
The Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan KMC 194/2025-26 PADANNAKKATT BANK ROAD RETARRING
2025_LSGD_810120_24
04/2025/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,055
Yes
₹23,304
Yes
21 Feb 2026
23 Oct 2025
31 Oct 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
Amount
PADANNAKKATT BANK ROAD RETARRING
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)
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
BABU M JOSEPH (BID ID -2417779)
Bidder Name
BABU M JOSEPH
V V Manojan
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