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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₹10.6 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹10.8 L+₹22,134 (2.09%)Rejected-AOC | l2 | Rejected-AOC l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical l3 |
Tender Value
₹12.7 L
EMD Value
₹31,762
Closing Date
27 Nov 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant engineer
he Assistant Engineer LSGD Section Enadimangalam Grama Panchayath
Enadimangalam gp pro no 125/24-25 vValiyavilappadi eettivila valayathilpadi road improvements ward 13,3,4
2024_LSGD_705242_18
02/AE/LSGD/ENDM/2024-25
Open Tender
Civil Works - Roads
Item Rate
270 days
elamanoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹31,762
14 Jan 2025
19 Nov 2024
30 Nov 2024
19 Nov 2024
27 Nov 2024
19 Nov 2024
Amount
retarring ,, reconcreting
75.5.5.B.2pb:Modified Penetration Macadam 75 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.
75.5.9.2.2.Pa:Plastic Roads - Bitumen S-65 <br> 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder <br> 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 (with 7% of bitumen replaced by shredded waste plastic) <br> Case - I By Manual Means <br> (II) Bitumen (S-65) (VG - 30)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
OD55450/2024-2025:001-Specification code: OD118442/2022-2023Reconcrete pot holes- Providing Concrete for plain/reinforecd concrete in open area foundations complete asper drawing and Technical specifications Clause 802,803,1202 &amp; 1203 without Form Work
OD55635/2024-2025:surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift up to 1.5m All kinds 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)
OD55451/2024-2025: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. quantity for 300m3<br>
OD55615/2024-2025: Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
RADHAKRISHNAN NAIR.D (BID ID -1987364)
KUNJUMON DANIEL (BID ID -1988769)
Bidder Name
KUNJUMON DANIEL
RADHAKRISHNAN NAIR.D
RAJAN PILLAI D
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1103913.pdf
boq_comp_chart.xlsx
xlsx
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