Balal-Gp -2019-20 - Project No . 79/2019-20 - Karuvelladukkam -Koolippara Road Taring
Tender Value
7.14 Lakhs
Estimated cost
Bid Submission
21 Nov 2019
0 days left
EMD
18000
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BALAL → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Balal-Gp -2019-20 - Project No . 79/2019-20 - Karuvelladukkam -Koolippara Road Taring
BOQ
| Work Name:NAME OF WORK : 2019-20 BALAL GRAMAPANCHAYATH PRO. NO.79/20 KARIVELLADUKKAM - KOOLIPPARA ROAD TARING | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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. | BI01010001010000000000000515BI0100001114 | 122.355 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 122.355 | cum |
| 4 | 1.003 | 5.1.1a : Prime Coat :-\t\t\t\t\t\nLow porosity\t<br>\t\t\t\t\t\t\t\n\tProviding 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 | BI01010001010000000000000515BI0100001116 | 794.65 | sqm |
| 5 | 1.004 | 5.2.3a : Tack Coat <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. | BI01010001010000000000000515BI0100001117 | 794.65 | sqm |
| 6 | 1.005 | 5.11.1.A.2a : Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65\t\t<br>\t\t\t\t\t\t\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\t<br>\t\t\t\t\t\t\t\nBy Manual Means\t:- \t\t\t\t\t\t\t\nType A\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 794.65 | sqm |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 22.881 | cum |
| 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 | 38.25 | cum |
| 9 | 1.008 | od245162/2019_2020 : 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:<br>4.1.8 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)<br> | BI01010001010000000000000515BI0100001121 | 4.306 | 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 | 12.085 | cum |
| 11 | 1.01 | 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia | BI01010001010000000000000515BI0100001123 | 7.5 | metre |
AI Tender Summary
Tender Timeline
Nov 12, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 21, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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