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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC NIZAM BUILDERS | ₹8.5 L | L1 | Accepted-AOC AWARDED |
| 2 | L2₹8.5 L+₹2,130.64 (0.25%)Rejected-AOC KERALA KL | KANNUR | KERALA | 670511 | ₹8.5 L+₹2,130.64 (0.25%) | L2 | Rejected-AOC SECOND |
| Sl No | Description | Qty | Unit | Nasarudeen H L2 | NIZAM L1 |
|---|---|---|---|---|---|
| 1.00Road renovation | |||||
| 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. | 180.7 | sqm | 407 ₹73,544.9 | 406.11 ₹73,384.08 Lowest |
| 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. | 1,815 | sqm | 16 ₹29,040 | 15.79 ₹28,658.85 Lowest |
| 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) | 1,815 | sqm | 290 ₹5,26,350 | 289.21 ₹5,24,916.15 Lowest |
| 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. | 150.5 | sqm | 17 ₹2,558.5 | 16.01 ₹2,409.51 Lowest |
| 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) | 22.57 | cum | 9,564 ₹2,15,907.3 | 9,563.75 ₹2,15,901.66 Lowest |
| 1.01 | OD495955/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix | 1 | each | 2,131 ₹2,131 | 2,130.81 ₹2,130.81 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
16 Mar 2026, 2:00 pmClosed
RAZIF M
ASSISTANT ENGINEER LID AND EW SECTION NEDUMPANA GP KOLLAM PIN 691576
Annual Plan-2025-26, Nedumpana Panchayath Mulamkuzhi Kulappadam Palli road-Pro. No. 310/26, Ward No. 19 of Nedumpana GP
2026_LSGD_840746_11
04/AE/LSGD/NDPNA/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
NEDUMPANA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,185
Yes
21 May 2026
7 Mar 2026
17 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
Road renovation
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.
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.
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)
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.
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)
OD495955/2025-2026:Name board using MS flat, MS sheet, GI pipe, and fix with concrete mix
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