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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) Dt.27-10-2025 of Thenkara GP |
| 2 | L2₹3.1 LRejected-AOC | ₹3.1 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | SAJI THOMAS L1 | A.K.VEERANKUTTY L2 |
|---|---|---|---|---|---|
| 1.00Road Re-tatting | |||||
| 1.00 | OD274290/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface. | 3.34 | cum | 8,306.18 ₹27,759.25 | 8,400 ₹28,072.80 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 396 | sqm | 18.9 ₹7,484.40 | 22 ₹8,712 |
| 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) | 396 | sqm | 302.65 ₹1.2 L | 340 ₹1.3 L |
| 1.00 | OD274333/2025-2026:Surface dressing of the ground including removing vegetation and in- e qualities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all kinds of soil | 79.2 | sqm | 36.75 ₹2,910.60 | 45 ₹3,564 |
| 1.00 | OD274334/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting manually to achieve the desired density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I Material | 7.92 | cum | 3,150.27 ₹24,950.14 | 3,200 ₹25,344 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 11.88 | cum | 9,563.75 ₹1.1 L | 9,600 ₹1.1 L |
Tender Value
₹3.0 L
EMD Value
₹7,415
Closing Date
21 Oct 2025, 10:00 amClosed
Assistant Engineer
Office of the Assistant Engineer, LID EW Section, Thenkara Grama Panchayat
Proj.No.-316/26 Padinjarekkunnu S C Nagar Road Re-tarring in Ward -2-350000/-
2025_LSGD_808614_11
05/AE/LSGD/THR/2025-26
Open Tender
Civil Works - Roads
Thenkara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹655
₹7,415
8 May 2026
13 Oct 2025
22 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
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