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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC KERALA KL | WAYANAD | KERALA | 670644 | L1 | Accepted-AOC lowest quoted bidder | |
| 2 | Rejected-Technical | - | Rejected-Technical l3 | |
| 3 | Rejected-Technical KAYANNA BAZAR KAYANNA P O KOZHIKODE | - | Rejected-Technical l6 | |
| 4 | Rejected-Technical | - | Rejected-Technical l4 | |
| 5 | Rejected-Technical KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | - | Rejected-Technical l2 |
Tender Value
₹12.6 L
EMD Value
₹31,596
Closing Date
10 Jul 2023, 5:00 pmClosed
Assistant executive engineer
LID EW Subdivision ,Balussery
N E L L I K K U N N U VALIYAMUTTAM ROAD ULLIYERY GP- balussery block panchayath - 2023-2024 - Balussery Block panchayath
2023_LSGD_584595_6
01/2023/2024/AE/LIDEW/BLY
Open Tender
Civil Works - Roads
Item Rate
240 days
Ulliyery
please refer tender documents
12 documents required · 12 mandatory
₹2,760
Yes
₹31,596
Yes
6 Dec 2023
30 Jun 2023
13 Jul 2023
30 Jun 2023
10 Jul 2023
30 Jun 2023
Amount
NEW ROAD TARRING
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
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.2.A.2Z:Mix Seal Surfacing - Mechanical Means - Type A - Bitumen S-65 and Antistripping Agent <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 <br> Type A <br> (II) Bitumen (S-65)
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)
OD58937/2023-2024: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 (OD from DAR 60.7.1)
RITHU M.V
E.M.Sasidharan
MOHANAN O K
UnniKulam Labour Contract Co operative Society Ltd No D3338
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
Bidder Name
MOHANAN O K
RITHU M.V
E.M.Sasidharan
KAIRALI LABOUR CONTRACT CO OPERATIVE SOCIETY LIMITED NO D3251
UnniKulam Labour Contract Co operative Society Ltd No D3338
RAMSHID. K.K
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