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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.3 LAccepted-AOC ASSALIPARAMBIL PAMPADY KOTTAYAM | KOTTAYAM | KERALA | 686001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹13.5 L+₹1.2 L (9.94%)Rejected-AOC PALAKKAD KANJIKODE | PALAKKAD | KERALA | 672122 | 2 | Rejected-AOC L2 | |
| 3 | 3₹14.4 L+₹2.1 L (17.3%)Rejected-AOC | 3 | Rejected-AOC L3 |
Tender Value
₹16.9 L
EMD Value
₹42,309
Closing Date
28 Nov 2022, 4:00 pmClosed
ASST.EXECUTIVE ENGINEER
LSGD (LID AND EW) DIVISION, DIST PANCHAYATH, PALAKKAD - 678001
Annual Plan-DP-PKD-2022-23 Puthussery KTC High Way - Service Road to KSEB Office Quarters LG Rubber Algra Cement Road MU Polymer Road - Maintenance in Puthussery GP Ward 17
2022_LSGD_529597_54
D1/ET/AEE/08/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Puthussery Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,309
Yes
31 Jan 2023
19 Nov 2022
30 Nov 2022
19 Nov 2022
28 Nov 2022
19 Nov 2022
Amount
ROAD CONCRETE
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.
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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
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)
10.3.B:Direction and place indentification signs up to 0.9 sqm size board <br> B. Semi-Reflective Traffic signs <br> Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
quarry muck
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
Sasikumar N
Nakshathra construction
Bidder Name
Nakshathra construction
Sasikumar N
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