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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.7 LAccepted-AOC | 1 | Accepted-AOC Lowest | |
| 2 | 2₹3.8 L+₹8,189 (2.20%)Rejected-AOC | 2 | Rejected-AOC Highest |
| Sl No | Description | Qty | Unit | VISWANATHAN M L1 | PRADEESH C L2 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD493764/2024-2025: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. | 3.4 | cum | 9,095.34 ₹30,896.87 Lowest | 9,099 ₹30,909.3 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 900 | sqm | 20.75 ₹18,675 Lowest | 22 ₹19,800 |
| 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) | 900 | sqm | 332.3 ₹2,99,070 Lowest | 340 ₹3,06,000 |
| 1.00 | OD322438/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 2.19 | sqm | 39.49 ₹86.48 Lowest | 45 ₹98.55 |
| 1.00 | 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) | 2.19 | cum | 10,500 ₹22,995 Lowest | 10,550 ₹23,104.5 |
Tender Value
₹3.4 L
EMD Value
₹8,466
Closing Date
14 Oct 2025, 6:00 pmClosed
Assistant Engineer
LID and EW , Kanjirapuzha GP
KANJIRAPUZHA GRAMAPANCHAYATH-2024-25 PRO.NO.416/25- KALLAMKUZHI PALLI ROAD RE-TARRING
2025_LSGD_804957_15
03/25-26/AE/LIDEW/KPGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Kanjirapuzha
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,466
Yes
28 Mar 2026
6 Oct 2025
16 Oct 2025
6 Oct 2025
14 Oct 2025
6 Oct 2025
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