Tender For Project No . 158/2019-20 Parayanath Jn - Pattathil Bhagom Road Mettaling , Tarring Ward 4
Tender Value
8.14 Lakhs
Estimated cost
Bid Submission
20 Sep 2019
0 days left
EMD
20380
Bank guarantee accepted
Document Fee
1923
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Clappana → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for project no . 158 / 2019-20 parayanath jn - pattathil bhagom road mettaling , tarring ward 4
BOQ
| Work Name:CLAPPANA GP -158/2019-20 PARAYANATH JN - PATTATHIL BHAGOM ROAD METTALING, TARRING WARD 4 | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APP A Tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 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 | BI01010001010000000000000515BI0100001114 | 100.215 | cum |
| 3 | 1.002 | 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 | BI01010001010000000000000515BI0100001115 | 918.6 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 918.6 | sqm |
| 5 | 1.004 | 75.5.9.2.2.Pd : Plastic Roads - Bitumen - S-65 <br> 20 mm thick Open- Graded Premix Carpet using Bituminous ( Penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearinf 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 Type C as Techinical Specification Clause 508 (with 7% of bitumen replaced by shreadded waste plastice) <br> Case - I By Manual Means <br> <br> (II) Bitumen (S-65) ( VG-30) | BI01010001010000000000000515BI0100001117 | 918.6 | sqm |
| 6 | 1.005 | 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>Case III : Type C\t<br>\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001118 | 918.6 | sqm |
| 7 | 2 | Appendix B Berm Concrete | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | BI01010001010000000000000515BI0100001120 | 28.74 | cum |
| 9 | 2.002 | od69227/2019_2020 : Construction of un-reinforced dowel jointed at expansion and construction joint<br>only,plain cement concrete pavement ,thickness as per design,over a prepared sub base,with 43 grade<br>cement or any other type as per clause 1501.2.2 M 30 (grade),coarse and fine aggregates conforming to IS<br>383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2<br>cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side<br>formwork(steel channel, laying and fixing of 125 micron thick polythene film, wedges,steel plates including<br>levelling the formwork as per drawing),spreading the concrete with showels,rakes,compacted using<br>needle, screed, and plate vibrators and finished in continuous operation including provision of contraction<br>and expansion ,construction joints,applying debonding strips, primer, sealant, dowel bars, near approaches<br>to bridge /culvert and construction joints, admixtures as approved,curing of concrete slabs for 14 days,using<br>curing compound(where specified) and water finishing to lines and grade as per drawing and Technical<br>Specifications clause 1501 (without form work) | BI01010001010000000000000515BI0100001121 | 28.74 | cum |
AI Tender Summary
Tender Timeline
Sep 06, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 26, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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