Lac Ads - Sri Purushan Kadalundi Mla - Thiyyakandimukku Alembra Thazhe Vengalathu Kandy Road In Naduvannur Pt Road
Tender Value
26.75 Lakhs
Estimated cost
Bid Submission
30 Jul 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2625
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Naduvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Lac Ads - Sri Purushan Kadalundi Mla - Thiyyakandimukku Alembra Thazhe Vengalathu Kandy Road In Naduvannur Pt Road
BOQ
| Work Name:LAC ADS - Sri Purushan Kadalundi MLA - Thiyyakandimukku Alembra thazhe Vengalathu kandy road in Naduvannur Pt | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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 | BI01010001010000000000000515BI0100001114 | 84.7 | cum |
| 3 | 1.002 | od511321/2019_2020 : :DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with<br>good quality blasted rubble including packing to compactness to lines and levels for road protection to<br>withstand the dynamic loads due to moving traffic including cost and conveyance of all materials labour<br>charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001115 | 217.8 | cum |
| 4 | 1.003 | 12.5.1.1 : Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 mI.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001116 | 18.15 | cum |
| 5 | 1.004 | 3.15.1 : Compacting Original Ground\t\t<br>\t\t\n(i)\tCompacting original ground supporting embankment\t\t<br>\t\n\tLoosening, 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. | BI01010001010000000000000515BI0100001117 | 366 | cum |
| 6 | 1.005 | 3.14 : Construction of Subgrade and Earthen Shoulders<br>\nConstruction 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. | BI01010001010000000000000515BI0100001118 | 302.5 | cum |
| 7 | 1.006 | 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)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001119 | 175.68 | cum |
| 8 | 1.007 | 4.9 : Wet Mix Macadam\t<br>\t\t\nProviding, 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.\t\t<br>\t\nBy Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001120 | 219.6 | cum |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 1464 | sqm |
| 10 | 1.009 | 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. | BI01010001010000000000000515BI0100001122 | 1464 | sqm |
| 11 | 1.01 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br>\t\t\t\t\t\t\t\t\nProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.\t\t<br>\t\t\t\t\t\t\nCase - I By Manual Means\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001123 | 1464 | sqm |
| 12 | 1.011 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510\t<br>\nA.\tBy Manual Means\t<br>\nCase III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001124 | 1464 | sqm |
| 13 | 1.012 | od513208/2019_2020 : Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the<br>top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001125 | 36.6 | cum |
| 14 | 1.013 | od511281/2019_2020 : Providing concrete for plain/reinforced concretefor irish drain complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III.P.C.C. grade M 20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001126 | 55.047 | cum |
| 15 | 1.014 | od511271/2019_2020 : od144546/2018_2019 :providing and fixing metal name board size of 120x60cm with 15 dia and2mm thick g i<br>pipe .8 mm m s sheet 35x35x5mm angle for post including all charge<br> | BI01010001010000000000000515BI0100001127 | 1 | each |
AI Tender Summary
Tender Timeline
Jul 23, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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