Chembilode Gp _National Rurban Misssion Vandyala Mammichal Road Tarring Ch 0/00 To 0/310 Km Taring
Tender Value
8.99 Lakhs
Estimated cost
Bid Submission
13 Jan 2020
0 days left
EMD
25177
Bank guarantee accepted
Document Fee
2398
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHEMBILODE → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Chembilode Gp _National Rurban Misssion Vandyala Mammichal Road Tarring Ch 0/00 To 0/310 Km Taring
BOQ
| Work Name:CHEMBILODE GP _National Rurban Misssion VANDYALA MAMMICHAL ROAD TARRING ch 0/00 to 0/310 km | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Detailed estimate | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.3 : Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 47.52 | cum |
| 3 | 1.002 | 3.3 : Construction of Embankment with Material Obtained from Roadway Cutting\t\t<br>\t\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001115 | 38.75 | cum |
| 4 | 1.003 | 3.15.2 : Compacting Original Ground<br>\n(ii) Compacting original ground supporting subgrade<br>\nLoosening 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. | BI01010001010000000000000515BI0100001116 | 279 | cum |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 93 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 139.5 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 930 | sqm |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 930 | sqm |
| 9 | 1.008 | od388324/2019_2020 : od-:Plastic Roads - Bitumen - S-6520 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level toserve as wearinf course on a previously prepared base, including mixing in a suitable plant,laying and rollingwith a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed byseal coat of either Type A or Type B Type C as Techinical Specification Clause 508 (with 7% of bitumenreplaced by shreadded waste plastice)Case - I By Manual Means(II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001121 | 930 | sqm |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 930 | sqm |
AI Tender Summary
Tender Timeline
Jan 03, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 13, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 16, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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