Aroor Gp 2019-20 94/20 Peediyekkalchira Chakkalakkal Road Metalling Tarring Ward 7 Peediyekkalchira Chakkalakkal Road Metalling Tarring Ward 7
Tender Value
5.52 Lakhs
Estimated cost
Bid Submission
04 Nov 2019
0 days left
EMD
13810
Bank guarantee accepted
Document Fee
1304
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
AROOR → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Aroor Gp 2019-20 94/20 Peediyekkalchira Chakkalakkal Road Metalling Tarring Ward 7 PeediyekkalchiraChakkalakkal Road Metalling Tarring Ward 7
BOQ
| Work Name:Aroor GP 2019-20: 94/20 peediyekkalchira chakkalakkal road metalling tarring ward 7 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Mettaling and tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od164430/2019_2020 : Construction of embankment with Material Obtained from borrow pits <br>Construction of embankment with approved material obtained from borrow pits with a lift upto 1.50m,transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technichal specification clause 301.5(1025). | BI01010001010000000000000515BI0100001114 | 107.641 | cum |
| 3 | 1.002 | od164433/2019_2020 : 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 inplace 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(ii) Using Gravel mix soil.<br> | BI01010001010000000000000515BI0100001115 | 46.801 | 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 | 70.2 | 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 | 468 | 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 | 468 | sqm |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 468 | sqm |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 468 | sqm |
AI Tender Summary
Tender Timeline
Oct 28, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 07, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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