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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 | 1₹2.5 LAccepted-AOC | 1 | Accepted-AOC 1st | |
| 2 | 2₹2.5 L+₹5,779.84 (2.33%)Rejected-AOC | 2 | Rejected-AOC 2nd |
Tender Value
₹2.3 L
EMD Value
₹5,780
Closing Date
20 Jan 2025, 10:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
LID and EW section office/ Poothadi Grama Panchayath/ Kenichira/ Wayanad
Amual Plan-Poothadi GP 2024-25/ Pr No 32/25-Kottakkolly nagar foogath concrete/ Ward 04/TSP/ Amount 300100
2025_LSGD_723470_2
AE/PDY/TR/02/2024-25(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
Poothadi Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,780
Yes
8 Jun 2025
7 Jan 2025
21 Jan 2025
7 Jan 2025
20 Jan 2025
7 Jan 2025
Amount
Road Concreting
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD131285/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
OD339646/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at once and compacting with manually complete as per Clause 401.4 as per Technical Specification Clause 408. &amp;lt;br&amp;gt;(ii) Using Gravel mix soil. ( without Roller Compaction)
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)
Cement Concrete Retaining Wall
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
OD131297/2024-2025:Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1 Modified)P.C.C grade M 10, Nominal mix 1:3:6
OD360988/2024-2025:Providing Weep Holes to Cement Concrete Retaining Wall using 63mm 4kgf/cm2 PVC Pipes, as per the direction of Engineer-in-Charge.
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
Name Board
10.3.B:Direction and place indentification signs up to 0.9 sqm size board B. Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
SHAFEEKHALI VADAKKAN (BID ID -2067758)
Bidder Name
SHIBIN P.
SHAFEEKHALI VADAKKAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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