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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₹10.1 LAccepted-AOC | L1 | Accepted-AOC as per resolution | |
| 2 | L2₹10.1 L+₹3,733.05 (0.37%)Rejected-Finance AMBADIYIL VEEDU MUNDAPPALLY PARAKOOTTAM ADOOR | ADOOR | PATHANAMTHITTA | KERALA | L2 | Rejected-Finance as per resolution | |
| 3 | Rejected-Technical ELAINATHU VADAKKETHIL KUDASSANAD PO | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical AS PER RESOLUTION | |
| 4 | Rejected-Technical | - | Rejected-Technical AS PER RESOLUTION |
Tender Value
₹10.6 L
EMD Value
₹26,468
Closing Date
29 Aug 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
RADHIKA S
ASSISTANT ENGINEER
629/23-24-Palappalli Thondayilpadi - Kallumpurath Road Maintenance Div 19
2024_LSGD_676229_2
629/AE/LSGD/PDM/23-24
Open Tender
Civil Works - Roads
Item Rate
120 days
PANDALAM MUNCIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,468
Yes
1 Jul 2025
17 Aug 2024
30 Aug 2024
17 Aug 2024
29 Aug 2024
17 Aug 2024
Amount
Re tarring
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case III : Type C (II) Bitumen (S-65)
OD23465/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish ,lead up to 50 m and lift up to 1.5 m.,all kind of soil
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)
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)
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)
SURESH KUMAR K
GIRIDHAR E V
SAJEEVAN
Bidder Name
SAJEEVAN
SURESH KUMAR K
SHARAVAN. R. NATH
GIRIDHAR E V
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1067787.pdf
boq_comp_chart.xlsx
xlsx
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