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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹1,112.75 (0.62%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BABU M JOSEPH L1 | TEENA BABU L2 |
|---|---|---|---|---|---|
| 1.00Kurunthoor Moovarikund railway line road retaring | |||||
| 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) | 97.55 | sqm | 349 ₹34,044.95 Lowest | 350 ₹34,142.5 |
| 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. | 540 | sqm | 12 ₹6,480 Lowest | 13 ₹7,020 |
| 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) | 540 | sqm | 240 ₹1,29,600 Lowest | 241 ₹1,30,140 |
| 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. | 21.6 | cum | 453 ₹9,784.8 | 450 ₹9,720 Lowest |
Tender Value
₹1.8 L
EMD Value
₹4,549
Closing Date
5 Mar 2025, 3:00 pmClosed
Assistant Engineer, LIDEW Section, Kanhangad Muni
Assistant Engineer, LIDEW Section, Kanhangad Municipality
KMC Pro No. 643/25-Kurunthoor Moovarikund railway line road retaring
2025_LSGD_742336_1
643/2024/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
90 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹4,549
Yes
18 Sept 2025
24 Feb 2025
6 Mar 2025
24 Feb 2025
5 Mar 2025
24 Feb 2025
Amount
Kurunthoor Moovarikund railway line road retaring
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.
TEENA BABU (BID ID -2139285)
Bidder Name
BABU M JOSEPH
TEENA BABU
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