Idukki Dp Works 2019 - 20 - Kanchiyar Gp - Thevarkattilpadi Ettakkunnelpadi Road Nirmmanam ( 275/20 ) Multi Year
Tender Value
8.92 Lakhs
Estimated cost
Bid Submission
13 Dec 2019
0 days left
EMD
22300
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanchiyar → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Idukki Dp Works 2019 - 20 - Kanchiyar Gp - Thevarkattilpadi Ettakkunnelpadi Road Nirmmanam ( 275/20 ) Multi Year
BOQ
| Work Name:DP Works 2019 - 20 - Kanchiyar GP - Thevarkattilpadi Ettakkunnelpadi Road Nirmmanam ( 275/20) Multi year. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | road tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.5.2 : Excavation in Soil with Dozer with lead upto 100 m\t\t\t<br>\nExcavation 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. | BI01010001010000000000000515BI0100001114 | 138.6 | cum |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 214.83 | 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 | 107.415 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 693 | sqm |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 693 | sqm |
| 7 | 1.006 | 5.9.1.2a : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65\t\t<br>\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\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001119 | 693 | sqm |
| 8 | 1.007 | 5.12.A.3.2a : Seal Coat - Manual Means - Type C - Bitumen S-65\t\t<br>\t\t\t\t\t\t\nProviding 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\t<br>\t\t\t\t\t\t\nA.\tBy Manual Means\t:-\t\t\t\t\t\t\nCase - III : Type C\t<br>\t\t\t\t\t\t\t\n(II)\tBitumen (S-65) | BI01010001010000000000000515BI0100001120 | 693 | sqm |
| 9 | 1.008 | od211909/2019_2020 : 15 mm thick back filling to receive the concrete for road pavements including supplying of required materials and consoldation etc stone aggregate 10 mm nominal size | BI01010001010000000000000515BI0100001121 | 90 | sqm |
| 10 | 1.009 | 11.4.3.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001122 | 36.6 | cum |
| 11 | 1.01 | od211952/2019_2020 : Providing and fixing good quality granite Name board with lettering including of all cost conveyance labour charge etc complete | BI01010001010000000000000515BI0100001123 | 1 | each |
AI Tender Summary
Tender Timeline
Dec 02, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 13, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 17, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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