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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₹4.6 LAccepted-AOC MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide
Resolution No. /Order No.6(1) dated 28/02/2025 of ErattupettaBlock
Panchayat | |
| 2 | L2₹4.6 L+₹3.60 (<0.01%)Rejected-Finance POONJAR SERVICE CO OP BANK BUILDING POONJAR SOUTH P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L2 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹4.2 L
EMD Value
₹10,554
Closing Date
21 Feb 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASWATHY A
Office of the Assistant Executive Engineer, LID and EW Sub Division Erattupetta block Panchayath
Erattupetta BP Proj. No.10/2024 - 25 Poonjar Division Chirappara Colony Renovation and Road Concreting
2025_LSGD_736575_1
10/E Tender/AE/ETPA/24-25
Open Tender
Civil Works - Roads
Item Rate
60 days
Erattupett block, poonjar division
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,554
29 Mar 2025
12 Feb 2025
23 Feb 2025
12 Feb 2025
21 Feb 2025
12 Feb 2025
Amount
Road Concreting
OD367174/2024-2025:Surface dressing of the ground including removing's vegetations and in-equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.50m.
OD367177/2024-2025:Filling with Quarry muck and local materials at low lying and water logged areas, quarry muck spreading in layers , levelling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
OD419236/2024-2025:DRY RUBBLE MASONRY Dry rubble masonry with hard stone in foundation and super structure 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
retaining wall portion
OD367193/2024-2025:Engaging man coolies for extra labour such as cleaning drainage lines ,assisting works etc.
OD367195/2024-2025:Dowel bars supplying and providing MS Dowel bars of size 12mm dia or above of 1.00m long (0.50m inrock and 0.50m in concrete) and filling gap with cement grout (0.10Kg/ each) etc complete
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
cantilever slab portion
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
stjudepoonjar (BID ID -2120102)
Bidder Name
stjudepoonjar
Jomy Mathew
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1180899.pdf
boq_comp_chart.xlsx
xlsx
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