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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₹19.7 LAccepted-AOC | L1 | Accepted-AOC L1 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
10 Apr 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Executive Engineer , LIDEW Ponnani Block Panchayat
LRRP-Local Road Restoration Project 2024-25 Thavanur LAC (Sl No.1629) Work Proposed by Hon MLA Sri. Dr. K T Jaleel-Improvements to Pulikkad Kaalachal Road in Edappal Grama Panchayath (RETENDER)
2025_LSGD_757935_1
01/AE/LIDEW/BP-PNI/2025
Open Tender
Civil Works - Roads
Item Rate
150 days
EDAPPAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
20 Jun 2025
3 Apr 2025
15 Apr 2025
3 Apr 2025
10 Apr 2025
3 Apr 2025
Amount
Road Renovation
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD444566/2024-2025: Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation done by private power roller, etc complete
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)
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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65)
OD439347/2024-2025:[OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) ( Without formwork)
OD439346/2024-2025:Providing and fixing of direction identification retro-reflectorised sign with 7 years warranty manufactured as per IRC:67 made of Type IV micro prismatic grade sheeting, fixed over aluminum sheeting, 2 mm thick /aluminum composite material sheeting 4mm thick with area not exceeding 0.9 sqm ,with suitable back supporting frame of MS angle 40x40x6 and supported on GI Pipe pole 50mm NB-2nos confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete min. size 40 x 40 x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over as per approved drawing and Tehnical Specification Clause 801 including lettering, symbols etc. (Derived from MoRD spec 10.3.A.2)
Road Drainage
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
OD439369/2024-2025:(modified 11.4.1.1)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 with out form work I.P.C.C grade M 10 (i)Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Bidder Name
E. ARAVINDAKSHAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1231597.pdf
boq_comp_chart.xlsx
xlsx
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