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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC Bid admitted as per PR No. 2(3) Dated 19-Nov-24. Lowest Bid Admitted | |
| 2 | L2₹3.7 L+₹37,186.33 (11.3%)Rejected-AOC | L2 | Rejected-AOC Lowest Bid Admitted |
Tender Value
₹3.4 L
EMD Value
₹8,455
Closing Date
2 Nov 2024, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer, LSGD(LID and EW) section, Poyya GP
Construction of medakkaparambu link road
2024_LSGD_698490_1
T-002/2024-25/AE/LSGD/POYYA Dtd.22/10/2024
Open Tender
Civil Works - Roads
Item Rate
180 days
Poyya
Please refer Tender documents.
10 documents required · 10 mandatory
₹755
Yes
₹8,455
Yes
27 Dec 2024
22 Oct 2024
5 Nov 2024
22 Oct 2024
2 Nov 2024
22 Oct 2024
22 Oct 2024 - 2 Nov 2024
Amount
Side Protection
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
3.14:Construction of Subgrade and Earthen Shoulders<br> 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.
4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
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
10.5:Painting Two Coats on New Concrete Surfaces <br> Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
OD186367/2024-2025:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including the cost of materials, conveyance, labour charges etc. complete. [Modified DAR 60.6]
OD186541/2024-2025:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thickness, minimum strength M30 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost and conveyance charges etc. complete. (Modified MoRD 6.7.1)
OD186363/2024-2025:Supplying and fixing Name board at site as per the direction of departmental officers at site.
Shenil K S
Bidder Name
Shenil K S
M B JOBI
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1090059.pdf
boq_comp_chart.xlsx
xlsx
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