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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(2) dtd.13-11-2024 ofArimpur GP | |
| 2 | L2₹8.1 L+₹12,118.36 (1.51%)Rejected-Finance | L2 | Rejected-Finance Higher rate and hence not admitted | |
| 3 | L3₹8.8 L+₹77,298.72 (9.63%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹8.1 L
EMD Value
₹20,373
Closing Date
8 Nov 2024, 2:00 pmClosed
ASSISTANT ENGINEER,LID AND EW ,ARIMPUR GP
ASSISTANT ENGINEER,LID AND EW ,ARIMPUR GP
PRO NO 247/2024-25 CONSTRUCTION OF KUNNATHANGADI VELUTHUR VILAKKUMADAM ROAD CULVERT WARD 11 ARIMPUR GP
2024_LSGD_699981_4
04/TR/AE/LID EW/AMPR/2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
ARIMPUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,800
Yes
₹20,373
Yes
16 May 2025
30 Oct 2024
11 Nov 2024
30 Oct 2024
8 Nov 2024
30 Oct 2024
Amount
constuction of culvert
2.5.1.C:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br> (I) By Manual Means<br> (C) Reinforced Cement Concrete
2.7.A:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (A) Rubble Stone Masonry in Lime Mortar
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
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> 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
OD117807/2024-2025:Filling with Quarry Muck filling up low laying and water logged areas with local material/quarry muck,spreading in layers
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 <br> I. P.C.C grade M 10 <br> (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)
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<br> For height upto 5 m <br> III. R.C.C grade M 20
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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: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)
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)
Ponganamoola Kuttiayyappan Sajeevkumar (BID ID -1969130)
P A RAJAN (BID ID -1969188)
Bidder Name
C V SANTHOSH
Ponganamoola Kuttiayyappan Sajeevkumar
P A RAJAN
tech_eval.pdf
fin_eval.pdf
aoc.PDF
finance_1094367.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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