Cmlrrp Lsgd - Udumbanchola Gp -Mattuthavalam Chappath Road
Tender Value
17.85 Lakhs
Estimated cost
Bid Submission
29 May 2020
0 days left
EMD
44650
Bank guarantee accepted
Document Fee
2825
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
UDUMBANCHOLA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp Lsgd - Udumbanchola Gp -Mattuthavalam Chappath Road
BOQ
| Work Name:CMLRRP LSGD 2019-2020 UDUMBANCHOLA GP :-Mattuthavalam Chappath Road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | ROAD | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 3.4 : Construction of Embankment with Material Obtained from Borrow Pits\t<br>\t\t\nConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | BI01010001010000000000000515BI0100001114 | 258.721 | 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 | 508.2 | cum |
| 4 | 1.003 | 3.2 : Preparation of Foundation for EmbankmentScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | BI01010001010000000000000515BI0100001116 | 471 | sqm |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001117 | 289.425 | cum |
| 6 | 1.005 | 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 | BI01010001010000000000000515BI0100001118 | 2165 | sqm |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 2165 | sqm |
| 8 | 1.007 | 75.5.9.2.2.Pa : Plastic Roads - Bitumen S-65 <br>\n20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder\t<br>\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 (with 7% of bitumen replaced by shredded waste plastic)\t<br>\nCase - I By Manual Means\t<br>\n(II)\tBitumen (S-65) (VG - 30) | BI01010001010000000000000515BI0100001120 | 2165 | sqm |
| 9 | 1.008 | 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) | BI01010001010000000000000515BI0100001121 | 2165 | sqm |
| 10 | 1.009 | od628846/2020_2021 : Providing and fixing of good quality granite name board with lettering including 0f allcost ,conveyance,labour charge etc compleate | BI01010001010000000000000515BI0100001122 | 1 | each |
AI Tender Summary
Tender Timeline
May 21, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMay 29, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 02, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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