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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₹6.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.8 L+₹61,142.26 (9.92%)Rejected-Finance | L2 | Rejected-Finance ACCEPTED |
Tender Value
₹8 L
EMD Value
₹16,938
Closing Date
2 Nov 2024, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Municipal Engineer
Municipal office Maradu
Side wall protection
2024_LSGD_698988_1
509/24
Open Tender
Civil Works - Roads
Item Rate
180 days
Maradu
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,938
Yes
28 Jan 2025
23 Oct 2024
4 Nov 2024
23 Oct 2024
2 Nov 2024
23 Oct 2024
Amount
OD136085/2024-2025:60.1.2 RING BUND Type-II-Putting up ring bund with earth fille gunny bags of top width 1m bottom width,2m,height 2.0mside and filling in between with earth to form ring bund and mainteining the same leakproof till the completion of the work and clearing the site by dismantling the bund after comp6letion of the work etc.complete
OD136089/2024-2025:Bailing out water using 5HP pump bailing out water with 5HP engine and pumpset including conveyance to site and erection cost of fuel lubrication oil and other stores pay of staff etc complete
OD136086/2024-2025:Providing Z Steel sheet pile of size 400*185*7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hirecharges etc complete and as per the directions of the departmental officers at site.(Hire and labour charges only.sheet piles shall be dismantled after use)
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
OD77165/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
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: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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD77166/2024-2025:Mancoolie
Joseph Stanly
Bidder Name
Joseph Stanly
stalvin max stanly
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1090952.pdf
boq_comp_chart.xlsx
xlsx
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