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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.03-12-2024 of Vadavukode Puthencruz Grama Panchayat | |
| 2 | L2₹4.9 L+₹5,599.07 (1.15%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹4.7 L
EMD Value
₹11,643
Closing Date
28 Nov 2024, 6:00 pmClosed
SANTHOSH KN
Office of the Assistant Engineer LID EW Section Vadavukode Puthencruz Grama Panchayat
PTZ S0325/25 Illichodu Canal bund Road Balance Tile laying, Side protection and Drain construction of Vadavucode Puthencruz GP under Annual Plan 2024 -25
2024_LSGD_706428_26
01/ET/2024-25/AE/LID EW/PTZ
Open Tender
Civil Works - Roads
Item Rate
210 days
Vadavukode Puthencruz Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,030
Yes
₹11,643
Yes
17 Dec 2024
19 Nov 2024
30 Nov 2024
19 Nov 2024
28 Nov 2024
19 Nov 2024
Amount
Road Tile laying
2.7.D: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> (D) Dry Rubble Masonry
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
OD254860/2024-2025:DR with departmental stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials 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
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 II. P.C.C grade M 15 (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 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
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD93082/2024-2025:Sectioning up to 150 mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge.
OD254868/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. &lt;br&gt; (i) For Grading I Material
OD93083/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer- in-charge.
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)
GIRIDAS K S (BID ID -1992535)
Bidder Name
CHENGANATTU OUSEPH VARGHESE
GIRIDAS K S
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1106925.pdf
boq_comp_chart.xlsx
xlsx
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