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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₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | LL2₹1.7 LRejected-Finance | LL2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | VINOJ VJ L1 | S Abdul Jabbar L2 |
|---|---|---|---|---|---|
| 1.00ROAD IMPROVEMENT-SIDE CC | |||||
| 1.00 | 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. | 18.6 | cum | 64.45 ₹1,198.77 Lowest | 70 ₹1,302 |
| 1.00 | OD503349/2024-2025:
(OD FROM DAR 51.2.3)Filling up low laying and water logged areas with local material /quarry muck ,spreading in layers,leveling the top at site and consolidation by ramming etc complete for improving the CBR Value of subgrade | 9.3 | cum | 940.22 ₹8,744.05 Lowest | 1,000 ₹9,300 |
| 1.00 | OD503356/2024-2025: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) | 9.3 | cum | 8,036.83 ₹74,742.52 Lowest | 8,100 ₹75,330 |
| 2.00ROAD IMPROVEMENT-RETARRING | |||||
| 2.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 25.88 | sqm | 275.13 ₹7,118.99 Lowest | 300 ₹7,762.5 |
| 2.00 | 5.2.1a:Tack Coat<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. | 300 | sqm | 12.83 ₹3,849 Lowest | 15 ₹4,500 |
| 2.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 300 | sqm | 245.79 ₹73,737 Lowest | 250 ₹75,000 |
Tender Value
Refer Docs
EMD Value
₹4,230
Closing Date
19 Mar 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
Assistant Engineer Perinthalmanna Municipal Office
Annual Plan-ANNUAL PLAN-2024-25- PROJECT NO 696--IMPROVEMENT WORKS TO CHEMBANKUNNU -ISS ROAD IN WARD NO 05 AT PERINTHALMANNA MUNICIPALITY-General Civil Work
2025_LSGD_750215_8
10/ME/LID and EW/PMNA/ET/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Perinthalmanna
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹4,230
Yes
26 Nov 2025
14 Mar 2025
20 Mar 2025
14 Mar 2025
19 Mar 2025
14 Mar 2025
Amount
ROAD IMPROVEMENT-SIDE CC
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.
OD503349/2024-2025: (OD FROM DAR 51.2.3)Filling up low laying and water logged areas with local material /quarry muck ,spreading in layers,leveling the top at site and consolidation by ramming etc complete for improving the CBR Value of subgrade
OD503356/2024-2025: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)
ROAD IMPROVEMENT-RETARRING
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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.
5.2.1a:Tack Coat<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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
S Abdul Jabbar (BID ID -2162624)
Bidder Name
VINOJ VJ
S Abdul Jabbar
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