Mootherikavu Kshetram Road ( So 99 ) Tarring And Side Protection
Tender Value
7.13 Lakhs
Estimated cost
Bid Submission
16 Sep 2019
0 days left
EMD
17850
Bank guarantee accepted
Document Fee
1428
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mazhuvannoor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mootherikavu Kshetram Road ( So 99 ) Tarring And Side Protection
BOQ
| Work Name:MZVR-2019-20-XVI-MUTHERIKKAVU -KHETHRAM ROAD (S-99) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD | 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 | 16.995 | cum |
| 3 | 1.002 | od198811/2019_2020 : Dry rubble masonry with out through stone including all cost and conveyance. | BI01010001010000000000000515BI0100001115 | 73.13 | cum |
| 4 | 1.003 | od198813/2019_2020 : Providing concrete for plain/reinforced concrete using 20mm graded broken stone (Form work excluded, cement content changed to 320 Kg/m3, 40mm aggregate excluded, 20mm - 0.54 m3 and 10mm - 0.36m3) PCC grade M20 <br>(i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001116 | 2.575 | cum |
| 5 | 1.004 | 11.2.2 : Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 2. Earth filling (For marshy soil) | BI01010001010000000000000515BI0100001117 | 81.326 | cum |
| 6 | 1.005 | od198814/2019_2020 : Filling up low lying areas and water logged areas with local material / Quarry muck, spreading in layers, levelling the top at the site and consolidation by ramming etc. complete. | BI01010001010000000000000515BI0100001118 | 49.5 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 74.25 | cum |
| 8 | 1.007 | 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 | BI01010001010000000000000515BI0100001120 | 495 | sqm |
| 9 | 1.008 | 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. | BI01010001010000000000000515BI0100001121 | 495 | sqm |
| 10 | 1.009 | 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) | BI01010001010000000000000515BI0100001122 | 495 | sqm |
| 11 | 1.01 | 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) | BI01010001010000000000000515BI0100001123 | 495 | sqm |
| 12 | 1.011 | 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. | BI01010001010000000000000515BI0100001124 | 10.313 | cum |
AI Tender Summary
Tender Timeline
Aug 31, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 18, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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