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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₹15.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.1 L+₹4,620.67 (0.31%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹15.1 L
EMD Value
₹37,644
Closing Date
14 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
The Assistant Engineer, LSGD Section, Palamel Grama Panchayat
LRRP 913 KULATHUMVADAKKATHIL KANNAMKARAMUKAL ROAD WARD -9
2025_LSGD_767589_9
01/6/2025/PLML/AE2
Open Tender
Civil Works - Roads
Item Rate
120 days
NOORANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,644
Yes
8 Jul 2025
4 Jun 2025
16 Jun 2025
4 Jun 2025
14 Jun 2025
4 Jun 2025
Amount
ROAD RENOVATION
OD426680/2024-2025:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from Scarifying with power roller
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)
75.5.5.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)
OD426674/2024-2025:Surface dressing/earth cutting of the ground not exceeding 15 cm deep in all kinds of soil including removing vegetation and inequalities and disposal of rubbish,lead upto 50 m and lift
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)
OD5531/2025-2026: Providing and erecting direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC:67 made of Type 1V microprismatic sheeting , fixed over aluminium sheeting, 2 mm thick/aluminium composite material sheeting 4mm thick with area not exceeding 0.9 sqm , with suitable back supporting frame of MS angle 40*40*6 and supported on 2 inch dia GI Pipe ,NB-2 nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 400 x 400 x 600 mm, 600 mm below ground level including painting all exposed surface with two coats of epoxy painting as per approved drawing and Tehnical Specification Clause 801 icluding lettering symbols etc (Derived from MORD spec 10.3.A.2)
SIDE PROTECTION WALL
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
C Prakash (BID ID -2224970)
Bidder Name
M Chandrasekharan Unnithan
C Prakash
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1251907.pdf
boq_comp_chart.xlsx
xlsx
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