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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 | 1₹6.5 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | 2₹6.8 L+₹34,176.83 (5.28%)Rejected-AOC | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | K.K. UMMER KOYA L1 | K.O. ABDUL RAZAK L2 |
|---|---|---|---|---|---|
| 1.00PULIYAMPARAMB THATTANKANDI ROAD RESTORATION in ward 11 | |||||
| 1.00 | OD167902/2024-2025:OD from 2.6.1 -Earth work in excavation by mechanical means (Hydraulic excavator)/manual
means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be
levelled and neatly dressed.
All classes of Soil | 77.12 | cum | 246.5 ₹19,011.31 Lowest | 258.01 ₹19,899.02 |
| 1.00 | OD167900/2024-2025:Filling with Quarry Muck
Filling up low lying 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 | 30.85 | cum | 1,029.5 ₹31,760.08 Lowest | 1,081.25 ₹33,356.56 |
| 1.00 | OD167906/2024-2025:Providing Plain cement concrete for road work CC 1:2:4 (Without form work) (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) | 22.88 | cum | 8,759.5 ₹2,00,373.56 Lowest | 9,242.35 ₹2,11,418.76 |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 32.4 | cum | 3,637 ₹1,17,838.8 Lowest | 3,837.35 ₹1,24,330.14 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 216 | sqm | 76 ₹16,416 Lowest | 80.19 ₹17,321.04 |
| 1.01 | 5.2.3a:Tack Coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 216 | sqm | 15.8 ₹3,412.8 Lowest | 16.66 ₹3,598.56 |
| 1.01 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 35 | sqm | 389.8 ₹13,643 Lowest | 409.64 ₹14,337.4 |
| 1.01 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 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. | 16.38 | sqm | 298.5 ₹4,887.94 Lowest | 313.81 ₹5,138.64 |
| 1.01 | 5.2.1a:Tack Coat 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. | 648 | sqm | 13.3 ₹8,618.4 Lowest | 13.98 ₹9,059.04 |
Tender Value
₹5.9 L
EMD Value
₹14,818
Closing Date
3 Dec 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE PALLIKKAL
AE PALLIKKAL
ROAD WORK
2024_LSGD_709441_7
3/AE/LSGD/PKL/2023-24
Open Tender
Civil Works - Roads
Item Rate
270 days
AE PALLIKKAL
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,310
Yes
₹14,818
Yes
31 Oct 2025
26 Nov 2024
5 Dec 2024
26 Nov 2024
3 Dec 2024
26 Nov 2024
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1113507.pdf
boq_comp_chart.xlsx
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details.html
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