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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.I(1) dtd.24-01-2026 of Nemmara GP | |
| 2 | L2₹5.4 L+₹30,476.70 (6.00%)Rejected-AOC KERALA | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VIJAYARAGHAVAN C L2 | HAKEEM K L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD362238/2025-2026: Filling pot holed (cut and formed to regular shapeds and all loose and defective materials removed) after supplying a priming coat of hot bitumen using 36mm broken stone and compacting wiath power roller to get a compact surface. | 3.45 | cum | 8,804.36 ₹30,375.04 | 8,306 ₹28,655.7 Lowest |
| 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. | 390 | sqm | 20.02 ₹7,807.8 | 18.89 ₹7,367.1 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) | 390 | sqm | 320.76 ₹1,25,096.4 | 302.6 ₹1,18,014 Lowest |
| 2.00Concrete | |||||
| 2.00 | 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. | 52.5 | cum | 70.83 ₹3,718.58 | 66.82 ₹3,508.05 Lowest |
| 2.00 | OD362258/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers.manually, mixing by mix in place method with rotavator at once and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 21 | cum | 2,481.46 ₹52,110.66 | 2,341 ₹49,161 Lowest |
| 2.00 | 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) | 31.5 | cum | 10,136.78 ₹3,19,308.57 | 9,563 ₹3,01,234.5 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,700
Closing Date
19 Jan 2026, 3:00 pmClosed
SREEPRIYA.C
Assistant Engineer office, Nemmara Grama Panchayath
PENSION BHAVAN ROAD RETARING IN WARD 2 (PROJECT 284/26)
2026_LSGD_826660_12
04/2025-26/AE/LID EW/NMA
Open Tender
Civil Works - Roads
Item Rate
Nemmara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,700
Yes
18 Feb 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
Retarring
OD362238/2025-2026: Filling pot holed (cut and formed to regular shapeds and all loose and defective materials removed) after supplying a priming coat of hot bitumen using 36mm broken stone and compacting wiath power roller to get a compact surface.
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.
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)
Concrete
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.
OD362258/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers.manually, mixing by mix in place method with rotavator at once and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
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)
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