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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₹7.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.4 L+₹6,663.13 (0.91%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹6.8 L
EMD Value
₹16,932
Closing Date
16 Nov 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
RAJEENA A
Assistant Engineer LIDEW section Krishnapuram GP
Annual Plan-2024-25--KARNJAPALLI JN-VELIYIL JN ROAD RENNOVATION AND SIDE CONCRETING -WARD 16
2024_LSGD_702718_22
T01/AE/LIDEW/KPM/24-25
Open Tender
Civil Works - Roads
Item Wise
120 days
KRISHNAPURAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,932
Yes
15 Jan 2025
8 Nov 2024
18 Nov 2024
8 Nov 2024
16 Nov 2024
8 Nov 2024
Amount
ROAD INTERLOCKING AND BERM CONCRETE
OD198839/2024-2025:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller
OD209907/2024-2025:Filling up low lying andwaterlogged areas with local material /quarry muck spreading in layers ,levelling the top at site and consolidation by ramming etc. complete for improving the C B R value of subgrade
OD198840/2024-2025:Interlocking Concrete Block Pavement-Providing and laying Interlocking Concrete Block Pavements having thickness 80mm over 50mm thick crushed stone chips of 6.7mm size as per drawings and technical specification clause 1504.
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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
retarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared 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 <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 <br> Type A <br> (II) Bitumen (S-65)
MOHANAN NAIR V (BID ID -1978417)
Bidder Name
T. Shahinsha
MOHANAN NAIR V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1101073.pdf
boq_comp_chart.xlsx
xlsx
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