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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₹4.6 LAccepted-AOC MANIYARATH NHANGATTIRI PO NIRMALA THRITHALA 679303 | PALAKKAD | KERALA | 679303 | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.7 L+₹3,715.46 (0.80%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAVINDRANATHAN K L2 | Subhash M-Works contractor,Peringode L1 |
|---|---|---|---|---|---|
| 1.00ROAD RETARRING AND WIDENING WORKS | |||||
| 1.00 | OD381987/2024-2025: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. | 5.48 | cum | 7,800 ₹42,767.4 | 7,780 ₹42,657.74 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. | 660 | sqm | 20 ₹13,200 | 19 ₹12,540 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 660 | sqm | 285 ₹1,88,100 | 281 ₹1,85,460 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 34.75 | cum | 72 ₹2,502 | 70 ₹2,432.5 Lowest |
| 1.00 | OD381986/2024-2025:1.002-Specification code: OD193656/2023-2024
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 thedesired density
complete as per Clause 401.4 as per Technical Specification Clause 408 | 13.9 | cum | 2,310 ₹32,109 | 2,302 ₹31,997.8 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 20.85 | cum | 9,075 ₹1,89,213.75 | 9,069 ₹1,89,088.65 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,568
Closing Date
27 Aug 2025, 5:00 pmClosed
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
Nagalassery Gramapanchayath 2025-2026, Project No- 161, Sub Centre Kaithakkundu Road Re tarring Ward 15
2025_LSGD_746024_38
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
₹935
Yes
₹10,568
Yes
6 Nov 2025
20 Aug 2025
29 Aug 2025
20 Aug 2025
27 Aug 2025
20 Aug 2025
Amount
ROAD RETARRING AND WIDENING WORKS
OD381987/2024-2025: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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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.
OD381986/2024-2025:1.002-Specification code: OD193656/2023-2024 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 thedesired density complete as per Clause 401.4 as per Technical Specification Clause 408
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
RAVINDRANATHAN K (BID ID -2312175)
Bidder Name
Subhash M-Works contractor,Peringode
RAVINDRANATHAN K
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