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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹10.2 LAccepted-AOC SOUPARNIKA P O VELLUR | KERALA | ₹10.2 L | 1 | Accepted-AOC EXECUTED AGREEMENT |
| 2 | 2₹10.7 LRejected-Finance PADINHARE VEETTIL ONAKKUNNU KARIVELLUR PAYYANUR MUNICIPALITY | KANNUR | KERALA | 670001 | ₹10.7 L | 2 | Rejected-Finance SECOND LEAT |
| Sl No | Description | Qty | Unit | Radhakrishnan P K V L1 | THAMPAN.PV L2 |
|---|---|---|---|---|---|
| 1.00RETARING | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. | 489.18 | sqm | 399.27 ₹2.0 L | 419.26 ₹2.1 L |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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. | 2,580.6 | sqm | 15.65 ₹40,386.39 | 16.43 ₹42,399.26 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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) | 2,580.6 | sqm | 291.87 ₹7.5 L | 306.46 ₹7.9 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. | 45 | cum | 609.91 ₹27,445.95 | 640.45 ₹28,820.25 |
Tender Value
₹10.2 L
EMD Value
₹25,409
Closing Date
9 Oct 2025, 3:00 pmClosed
Aneesh. K
Assistant Engineer,LSGD Engineering wing,Payyannur municipality
PRO NO.161/2025-26-Madathumpadi Bypass road retarring
2025_LSGD_803480_11
AE/LSGD/ETNDR-04/2025-26
Open Tender
Civil Works - Roads
180 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,409
Yes
22 Dec 2025
29 Sept 2025
13 Oct 2025
29 Sept 2025
9 Oct 2025
29 Sept 2025
Amount
RETARING
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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)
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.
THAMPAN.PV (BID ID -2380373)
Bidder Name
THAMPAN.PV
Radhakrishnan P K V
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