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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-AOC AMBADY CHINNAR P O | ₹8.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.9 L+₹18,675.59 (2.14%)Rejected-AOC | ₹8.9 L+₹18,675.59 (2.14%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SABU PG L1 | PWD/CIVIL/130/2025-2026 L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 213 | sqm | 15.65 ₹3,333.45 Lowest | 15.99 ₹3,405.87 |
| 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) | 31.95 | cum | 9,362.91 ₹2,99,144.97 Lowest | 9,563.75 ₹3,05,561.81 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 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. | 15 | sqm | 316.79 ₹4,751.85 Lowest | 323.59 ₹4,853.85 |
| 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. | 22.5 | sqm | 409.55 ₹9,214.88 Lowest | 418.34 ₹9,412.65 |
| 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. | 639 | sqm | 15.45 ₹9,872.55 Lowest | 15.78 ₹10,083.42 |
| 1.01 | 75.5.9.1.2Z:20mm thick Open-Graded Premix Carpet using Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 639 | sqm | 220.95 ₹1,41,187.05 Lowest | 225.69 ₹1,44,215.91 |
| 1.01 | 75.5.12.A.1.2Z:Seal Coat - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case - I : Type A <br> (II) Bitumen (S-65) | 639 | sqm | 113.86 ₹72,756.54 Lowest | 116.3 ₹74,315.7 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 38.34 | cum | 65.45 ₹2,509.35 Lowest | 66.85 ₹2,563.03 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 36.13 | cum | 8,993.85 ₹3,24,911.83 Lowest | 9,186.77 ₹3,31,881.25 |
Tender Value
₹8.9 L
EMD Value
₹22,234
Closing Date
5 Nov 2025, 2:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW SECTION Upputhara GP
RETENDER-Mattuthavalam Kappippara Palakkavu road in Upputhara GP W4(Proj.No.136) 2025-26-136/26
2025_LSGD_816485_7
04/2026/AE/LIDEW/UPA
Open Tender
Civil Works - Roads
Item Rate
Upputhara GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,965
₹22,234
11 Sept 2026
29 Oct 2025
6 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
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