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Tender ID
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₹5.6 LAccepted-AOC | L1 | Accepted-AOC lowest tender | |
| 2 | L2₹5.6 L+₹2,489.84 (0.45%)Rejected-AOC | L2 | Rejected-AOC second lowest tender |
Tender Value
₹5.1 L
EMD Value
₹12,701
Closing Date
13 Feb 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Arun Kumar K S
Office of the Assistant Engineer, LSGD Section, Keezhmad Grama Panchayat
KEEZHMAD GP-PROJECT NO-181/24-25-AMBATTUKUZHI ROAD RECONCRETE KATTA VIRI WARD 12
2025_LSGD_733639_1
90/AE/LSGD/KZMD/24-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Keezhmad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,701
Yes
5 May 2025
3 Feb 2025
13 Feb 2025
3 Feb 2025
13 Feb 2025
3 Feb 2025
Amount
Maintances
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
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)
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
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
OD249881/2024-2025:DRY RUBBLE MASONARY -with good quality blasted rubble including conveyance and of material labour charges etc complete as per direction of departmental officers at site Modified 60.7 1
OD249889/2024-2025:od1260122/2021_2022 : DR Packing under Foundation - Dry stone packing under foundation with DEPARTMENT RUBBLE. complete as per direction of departmental officers at site Modified 60.7.2
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. 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
OD257894/2024-2025:od1262281/2021/2022:providing and laying of interlocking concrete block pavements using 80mmM40 block of approved size design& shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the direction of engineer in-charge
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
NAMEBOARD
OD249896/2024-2025:Providing name board of average size 90cmx60cm fixing with 50mm GI pipe post including bottom concreting painting lettering etc complete as detailed below Earth work excavation in all class of soil p cc 1:4.:8 10cm thick bottom pedestal of size 30x30x45cmwith CC1:2:4 ,50mm GI pipe145cm,support strut with 25mmGiI Pipe 2nos 50cm 1mm thick MS Sheet board of frame with 40x40x6mm angle iron and 3mm thick MS Guest plates at junctions over all painting with synthetic enamel paint and lettering with synthetic enamel paint
Nazar (BID ID -2106576)
Bidder Name
Nazar
JOSHY SEBASTIAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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