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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.0 L+₹1.4 L (3.47%)Rejected-AOC STAR NAGAR THEKKIL FERRY BEVINJE KASARAGOD 671541 | KASARAGOD | KASARAGOD | KERALA | 671541 | L2 | Rejected-AOC L2 | |
| 3 | L3₹42.4 L+₹1.9 L (4.59%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹42.6 L+₹2.0 L (4.96%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹42.9 L+₹2.4 L (5.87%)Rejected-Finance KANNADIKKUZHI HOUSE RAMANATTUKARA VAZHAYUR EAST PO | L5 | Rejected-Finance L5 |
Tender Value
₹46.6 L
EMD Value
₹50,000
Closing Date
15 Oct 2020, 6:00 pmClosed
Executive Engineer Kozhikode
Office of The Executive Engineer Harbour Engineering Division Kozhikode,Puthiyanirathu, Elathur PO, Kozhikode 673 303
Upgradation of coastal roads in Kozhikode district- Improvements to Approach road to RFTHS Beypore in ward No. 47 of Kozhikode Corporation in Beypore LAC.
2020_HED_389494_1
HED/EE/09/2020-21e-T/s
Open Tender
Civil Works - Roads
Item Rate
180 days
Beypore
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,975
Yes
online
₹50,000
Yes
4 Feb 2021
5 Oct 2020
20 Oct 2020
5 Oct 2020
15 Oct 2020
5 Oct 2020
5 Oct 2020 - 8 Oct 2020
Amount
Appendix A-DAR Items
15.2.1 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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)
Appendix B - Mord items
11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth
3.5.2 : Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20
11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4)
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.
4.9 : Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
APPENDIX C MORTH ITEMS
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
CM ASHARAF
Mohammed Fasil
Madhu Kumar V P
HAREESH KUMAR V K
SUBRAMANIAN K M
VIJESH
SHANEED K
majeed
NOVEL CONSTRUCTIONS
Bidder Name
NOVEL CONSTRUCTIONS
VIJESH
Madhu Kumar V P
Mohammed Fasil
C T RAJENDRAN
CM ASHARAF
SUBRAMANIAN K M
HAREESH KUMAR V K
SHANEED K
majeed
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