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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 ADMITTED | |
| 2 | L2₹4.7 L+₹2,123 (0.46%)Rejected-Finance | L2 | Rejected-Finance L2 REJECTED |
| Sl No | Description | Qty | Unit | A SURESH KUMAR L1 | SUNILKUMAR L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 990 | sqm | 17.91 ₹17,730.9 Lowest | 18 ₹17,820 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 151.9 | sqm | 450.99 ₹68,505.38 Lowest | 453.05 ₹68,818.3 |
| 1.00 | 5.2.1a:Tack Coat 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. | 990 | sqm | 15.26 ₹15,107.4 Lowest | 15.33 ₹15,176.7 |
| 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) | 990 | sqm | 335.33 ₹3,31,976.7 Lowest | 336.86 ₹3,33,491.4 |
| 1.00 | OD43752/2025-2026:Surface dressing of the ground including removing vegetation and in -equalities not exceeding 15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m.All kinds of soil. | 14.4 | sqm | 41.13 ₹592.27 Lowest | 41.32 ₹595.01 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.16 | cum | 10,694.35 ₹23,099.8 Lowest | 10,743.18 ₹23,205.27 |
| 1.01 | OD43753/2025-2026:S/F Name board of size 75*60 cm . Installed in the Appropriate place visible to public made of Brick wall with Granite plaque should be inserted and Engraving Letters etc .complete as per the direction of deptl officers at site . | 1 | each | 6,300.81 ₹6,300.81 Lowest | 6,329.58 ₹6,329.58 |
Tender Value
₹4.2 L
EMD Value
₹10,578
Closing Date
27 Jun 2025, 4:00 pmClosed
JEEVAN.P
Office of Assistant Engineer Nedumangad Municipality
291/2025-26 Nedumangad Municipality-Anamugham Aruvikuzhi, Olikuzhi Pookumoodu Anganwadi road Retarring
2025_LSGD_770020_1
291/AE/MUN/NDD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Nedumangad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,578
Yes
1 Nov 2025
17 Jun 2025
28 Jun 2025
17 Jun 2025
27 Jun 2025
17 Jun 2025
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