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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAccepted-AOC | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide
Resolution No. /Order No.02/2023 Dated 02/11/2023 of
MattoolGrama Panchayat | |
| 2 | L2₹7.6 L+₹16,547.32 (2.23%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹8.4 L
EMD Value
₹21,039
Closing Date
27 Oct 2023, 6:00 pmClosed
PUSHPAJAN C K
Office of the Assistant Engineer, LID-EW Section, Mattool Grama Panchayat
Annual Plan 2023-24 SAN Nicolova Church S C Smasanam link Road Interlock
2023_LSGD_614372_3
01/2023/AE/LID-EW/MTL/I PHASE
Open Tender
Civil Works - Roads
Item Rate
180 days
MATTOOL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
Yes
₹21,039
Yes
29 Nov 2023
20 Oct 2023
1 Nov 2023
20 Oct 2023
27 Oct 2023
20 Oct 2023
Amount
INTERLOCKING OF ROAD
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
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.
4.1.A.3: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> (iii) For Grading III Material
OD159062/2023-2024:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6 mm aggregate and filling joints with sand as per table 1500.5
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)
DINESHAN P K
Bidder Name
DINESHAN P K
SAJIN MP
stage.html
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fin_eval.pdf
aoc.pdf
finance_919614.pdf
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