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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.I(1) dtd.24-01-2026 of Nemmara GP | |
| 2 | L2₹5.4 L+₹30,479.82 (6.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VIJAYARAGHAVAN C L1 | HAKEEM K L2 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD424620/2025-2026: 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. | 10.03 | cum | 8,138 ₹81,583.45 Lowest | 8,626.28 ₹86,478.46 |
| 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. | 1,050 | sqm | 18.88 ₹19,824 Lowest | 20.01 ₹21,010.5 |
| 1.00 | 75.5.9.2.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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 - II By Mechanical Means <br> (II) Bitumen (S-65) | 1,050 | sqm | 177.7 ₹1,86,585 Lowest | 188.36 ₹1,97,778 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 30.5 | cum | 441.4 ₹13,462.7 Lowest | 467.88 ₹14,270.34 |
| 1.00 | OD424633/2025-2026: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 | 12.2 | cum | 2,341 ₹28,560.2 Lowest | 2,481.46 ₹30,273.81 |
| 1.01 | 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) | 18.3 | cum | 9,563 ₹1,75,002.9 Lowest | 10,136.78 ₹1,85,503.07 |
| 1.01 | OD424684/2025-2026:Supplyind and providing readymadeGI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm outer frame,0.6mm thick Iron sheet of size 90*60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with cc1:2:4 etc. complete. | 1 | 1 nos | 3,064.86 ₹3,064.86 Lowest | 3,248.75 ₹3,248.75 |
Tender Value
₹5.1 L
EMD Value
₹12,704
Closing Date
19 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SREEPRIYA.C
Assistant Engineer office, Nemmara Grama Panchayath
PADINJARETHARA ROAD MAINTENANCE- RETARING IN WARD 2 (PROJECT NO 256/26)
2026_LSGD_826660_13
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
₹12,704
Yes
18 Feb 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
Retarring
OD424620/2025-2026: 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.
75.5.9.2.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<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 - II By Mechanical Means <br> (II) Bitumen (S-65)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD424633/2025-2026: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)
OD424684/2025-2026:Supplyind and providing readymadeGI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80*40*1.4mm outer frame,0.6mm thick Iron sheet of size 90*60cm with two coat of enamel painting over a coat of primer, lettering with suitable colour and size,fixing the post in ground with cc1:2:4 etc. complete.
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