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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹74.9 LAccepted-AOC KERALA KL | ALAPPUZHA | KERALA | 688548 | 1 | Accepted-AOC Lowest bidder | |
| 2 | 2₹75.3 L+₹37,327.40 (0.50%)Rejected-AOC | 2 | Rejected-AOC Second lowest | |
| 3 | 3₹78.2 L+₹3.3 L (4.44%)Rejected-AOC | 3 | Rejected-AOC Third lowest | |
| 4 | 4₹78.5 L+₹3.7 L (4.89%)Rejected-Finance | 4 | Rejected-Finance highest | |
| 5 | 5₹80.0 L+₹5.1 L (6.83%)Rejected-Finance | 5 | Rejected-Finance 5th highest |
Tender Value
₹84.1 L
EMD Value
₹50,000
Closing Date
23 Mar 2023, 4:00 pmClosed
Executive Engineer
O/o Executive Engineer,HEDivision,TVPM,Vizhinjam
Road work, Protection wall
2023_HED_563604_1
HED/CEHED/TR/42/2023_5_1_1/3
Open Tender
Civil Works - Roads
Item Rate
240 days
Chirayinkeezhu Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,257
Yes
₹50,000
Yes
5 May 2023
3 Mar 2023
27 Mar 2023
3 Mar 2023
23 Mar 2023
3 Mar 2023
Amount
Filling and Protection wall
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
OD3333/2022-2023:Filling with Quarry Muck - Filling up low lying and water logged areas with quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
Road work
3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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.
OD3308/2022-2023: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.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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
OD3307/2022-2023:Mix Seal Surfacing - Mechanical Means - Type A- Bitumen S-65 <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Mechanical Means :- Type A <br> (II) Bitumen (S-65)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Shaji sivanandan
GKS BUILDERS AND DEVELOPERS PRIVATE LIMITED
ANI KUMAR A
HARY AUSTIN
SHIRAZ A NAHAS
S. RAJENDRAN
THE BUILDING CONSULTANT AND TECHNOLOGICAL SERVICE COOPERATIVE SOCIETY LTD T 1054
Bidder Name
Shaji sivanandan
THE BUILDING CONSULTANT AND TECHNOLOGICAL SERVICE COOPERATIVE SOCIETY LTD T 1054
S. RAJENDRAN
HARY AUSTIN
SHIRAZ A NAHAS
ANI KUMAR A
GKS BUILDERS AND DEVELOPERS PRIVATE LIMITED
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finance_830889.pdf
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