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Tender ID
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₹5.4 LAccepted-AOC MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.5 L+₹9,189.36 (1.69%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VIPIN P L L2 | Subhash M-Works contractor,Peringode L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | OD381865/2024-2025:Filling up potholes (cut and formed to reguiar shapes and all loose and defective
materials removed )after supplying a prime coat of hot bitumen using 36mm broken
stone an compacting with power roller to get compact. | 6.15 | cum | 7,600 ₹46,755.2 | 7,568 ₹46,558.34 Lowest |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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. | 900 | sqm | 18.5 ₹16,650 Lowest | 18.5 ₹16,650 Lowest |
| 1.00 | OD485165/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thicknesscomposed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates coatedwith shredded plastic (3% by weight of bitumen) as per standard procedure using penetrationgrade bitumen to required line, grade and level to serve as wearing course on a previouslyprepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN staticroller and finishing to required level and grades as per Technical Specification Clause 509 ByManual Means:- Type A (II) Bitumen (S-65)Header Details Unit = sqm Taking output = 500 sqm (Using Packed Bitumen S-65)Unit = sqm Takingoutput = 500 sqm | 900 | sqm | 280 ₹2,52,000 | 272 ₹2,44,800 Lowest |
| 2.00ROAD WIDENING WITH CONCRETE | |||||
| 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. | 37.5 | cum | 70 ₹2,625 | 68 ₹2,550 Lowest |
| 2.00 | OD475746/2024-2025: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 and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 15 | cum | 2,250 ₹33,750 | 2,239 ₹33,585 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) | 22.5 | cum | 8,900 ₹2,00,250 | 8,831 ₹1,98,697.5 Lowest |
Tender Value
₹5.1 L
EMD Value
₹12,693
Closing Date
12 May 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office Of Assistant Engineer LID EW Section, Nagalassery Gramapanchayath, Koottanad- 679533
Nagalassery GP 2024-2025, Project No - 354, A. K. G Maanikyaamkunnu Road Re tarring Ward 11
2025_LSGD_746024_33
05-AE-LIDEW-NGP-202425
Open Tender
Civil Works - Roads
Item Rate
180 days
office of the Asst. Engineer, Nagalassery GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,693
Yes
10 Sept 2025
1 May 2025
12 May 2025
1 May 2025
12 May 2025
1 May 2025
Amount
Retarring
OD381865/2024-2025:Filling up potholes (cut and formed to reguiar shapes and all loose and defective materials removed )after supplying a prime coat of hot bitumen using 36mm broken stone an compacting with power roller to get compact.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates 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.
OD485165/2024-2025:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thicknesscomposed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates coatedwith shredded plastic (3% by weight of bitumen) as per standard procedure using penetrationgrade bitumen to required line, grade and level to serve as wearing course on a previouslyprepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10kN staticroller and finishing to required level and grades as per Technical Specification Clause 509 ByManual Means:- Type A (II) Bitumen (S-65)Header Details Unit = sqm Taking output = 500 sqm (Using Packed Bitumen S-65)Unit = sqm Takingoutput = 500 sqm
ROAD WIDENING WITH 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.
OD475746/2024-2025: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 and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
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)
VIPIN P L (BID ID -2209933)
Bidder Name
Subhash M-Works contractor,Peringode
VIPIN P L
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