Cheruvannur Gp 2020-21 Vadakkanakandi Yogimadam Road Cheruvannur Gp 2020-21Vadakkanakandi Yogimadam Road
Tender Value
5.78 Lakhs
Estimated cost
Bid Submission
27 Aug 2020
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
2652
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
cheruvannur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cheruvannur Gp 2020-21 Vadakkanakandi Yogimadam Road Cheruvannur Gp 2020-21Vadakkanakandi Yogimadam Road
BOQ
| Work Name:Cheruvannur gp 2020-21 VADAKKANAKANDIMUKKU-YOGIMADAM ROAD, 76/20 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | New road construction | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 60 | cum |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 60 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 90 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 600 | sqm |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 600 | sqm |
| 7 | 1.006 | 75.5.11.1.A.2pb : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65\t- Packed Bitumen Rates <br>\nProviding, 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>\nBy Manual Means\t<br>\t\nType A\t\t<br>\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 600 | sqm |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 4.2 | cum |
| 9 | 1.008 | od843378/2020_2021 : Dry rubble masonry without concrete levelling course using rubble including packing to compactness to lines and levels, labour charges ect complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001121 | 9.975 | cum |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 0.75 | cum |
| 11 | 1.01 | 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) | BI01010001010000000000000515BI0100001123 | 1.755 | cum |
AI Tender Summary
Tender Timeline
Aug 20, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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