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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.5 LAccepted-AOC 19032469 SATHYANARAYANAN A 1903 SUB TREASURY TALIPARAMBA | KANNUR | KERALA | 670001 | 1 | Accepted-AOC executed agreement | |
| 2 | 2₹2.7 L+₹12,654.30 (5.00%)Rejected-Finance NOORUNNISSA P P PAYYANUR S R O A VENDOR | PALAKKAD | KERALA | 678001 | 2 | Rejected-Finance second least |
| Sl No | Description | Qty | Unit | VINODKUMAR C L2 | A NARAYANAN L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 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. | 444 | sqm | 16.43 ₹7,294.92 | 15.65 ₹6,948.6 Lowest |
| 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. | 68 | sqm | 419.25 ₹28,509 | 399.27 ₹27,150.36 Lowest |
| 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) | 444 | sqm | 306.46 ₹1,36,068.24 | 291.87 ₹1,29,590.28 Lowest |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 2.7 | cum | 432.66 ₹1,168.18 | 412.06 ₹1,112.56 Lowest |
| 1.00 | OD354747/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 &amp; 1203 &lt;br&gt; I. P.C.C grade M 10
&lt;br&gt; (i) Nominal mix 1:3:6 | 2.7 | cum | 8,482.16 ₹22,901.83 | 8,078.25 ₹21,811.28 Lowest |
| 1.01 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 8.1 | cum | 8,620.92 ₹69,829.45 | 8,210.4 ₹66,504.24 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,328
Closing Date
5 Nov 2025, 3:00 pmClosed
Aneesh. K
Assistant Engineer, LSGD Engineering wing, Payyannur municipality
Proj no. 621/26 LIONS CLUB LINK ROAD RETARRING
2025_LSGD_815801_10
AE/LSGD/ETNDR-06/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyannur municipality
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,328
Yes
9 May 2026
28 Oct 2025
7 Nov 2025
28 Oct 2025
5 Nov 2025
28 Oct 2025
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