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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₹42.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹45.0 L+₹2.4 L (5.53%)Rejected-AOC | L2 | Rejected-AOC SECOND | |
| 3 | L3₹47.7 L+₹5.1 L (11.9%)Rejected-Finance | L3 | Rejected-Finance COUNCIL RESOLUTION | |
| 4 | L4₹48.9 L+₹6.2 L (14.6%)Rejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L4 | Rejected-Finance COUNCIL RESOLUTION | |
| 5 | L5₹50.8 L+₹8.1 L (19.0%)Rejected-Finance | L5 | Rejected-Finance COUNCIL RESOLUTION |
Tender Value
₹53.0 L
EMD Value
₹50,000
Closing Date
23 Jan 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, LIDEW Section, Kanhangad Muni
Office of the Assistant Engineer, LIDEW Section, Kanhangad Municipality
KMC- 2024-25 Project No. 564/25- Kottachery bus stand yard concrete
2025_LSGD_726736_1
564/2024/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
11 Mar 2025
16 Jan 2025
25 Jan 2025
16 Jan 2025
23 Jan 2025
16 Jan 2025
Amount
Bus stand yard
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
6.1:Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
6.2:Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
14.10:PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
12.8.D.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M25 - Using Concrete Mixer - (Without form work)<br>
12.8.D.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M25 - Using Concrete Mixer <br>
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.11.2:Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width
8.1.B:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD272449/2024-2025:Providing and fixing M.S. Grills of required pattern for drainage covering slab with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Details of cost for a grill 90x120 cm = 1.08 sqm
steny m joy (BID ID -2074360)
AJITHKUMAR.C (BID ID -2074227)
V V Manojan (BID ID -2073996)
MENOMTHOTTI INFRASTRUCTURE PRIVATE LIMITED (BID ID -2074079)
Bidder Name
AJITHKUMAR.C
ABDULLA KUNHI A
V V Manojan
steny m joy
MENOMTHOTTI INFRASTRUCTURE PRIVATE LIMITED
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1156328.pdf
boq_comp_chart.xlsx
xlsx
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