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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC AS PER BOARD RESOLUTION |
| 2 | L2₹4.2 LRejected-Finance NORTH TRIKARIPUR | THRISSUR | KERALA | 679105 | ₹4.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹4.2 LRejected-Finance 2003 SUB TREASURY NILESWAR | ₹4.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | mvkunhikoran L2 | babu k L3 | P GOVINDAN L1 |
|---|---|---|---|---|---|---|
| 1.00Road Retarring | ||||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 114.02 | sqm | 386.63 ₹44,081.62 | 390 ₹44,465.85 | 371.47 ₹42,353.15 |
| 1.00 | 5.2.1a:Tack Coat<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. | 1,230 | sqm | 13.7 ₹16,851 | 14 ₹17,220 | 13.18 ₹16,211.40 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 1,230 | sqm | 277.57 ₹3.4 L | 279 ₹3.4 L | 267.01 ₹3.3 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 30.75 | cum | 609.97 ₹18,756.58 | 615 ₹18,911.25 | 588.23 ₹18,088.07 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
16 Sept 2025, 6:00 pmClosed
AE LSGD
AE LIDEW KAYYUR CHEEMENI GP
Pro.No. 120/25-26-Pattod Chirakkund Noonja Road Retarring in Kayyur Cheemeni Gp
2025_LSGD_794710_17
AE/LSGD/KCGP/TEN/01/25-26
Open Tender
Civil Works - Roads
60 days
Cheemeni
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,581
Yes
10 Feb 2026
9 Sept 2025
18 Sept 2025
9 Sept 2025
16 Sept 2025
9 Sept 2025
Amount
Road Retarring
5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65)
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
mvkunhikoran (BID ID -2340282)
babu k (BID ID -2340303)
Bidder Name
P GOVINDAN
mvkunhikoran
babu k
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