Cmlrrp/2020-21//Aelrenovation Og Kannarkad Kootuveli Road Taring
Tender Value
64.18 Lakhs
Estimated cost
Bid Submission
07 Jul 2020
0 days left
EMD
1.60 Lakhs
Bank guarantee accepted
Document Fee
14377
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kanjikuzhy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Cmlrrp / 2020-21 / / Aelrenovation Og Kannarkad Kootuveli Road Taring
BOQ
| Work Name:Chief Ministers Local Road's Rebuild Projects (CMLRRP) Kanjikkuzhy Grama Panchayat 2020-21, Rennovation of Kannarkad Koottuveli road | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | APPX A-TARRING(MORD) | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od680792/2020_2021 : Filling up low lying and water logged areas with local material/Quarry muck, spreading in layers, levelling the top at site qand consolidation by ramming etc. complete. | BI01010001010000000000000515BI0100001114 | 112.28 | cum |
| 3 | 1.002 | 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. | BI01010001010000000000000515BI0100001115 | 6095.2 | sqm |
| 4 | 1.003 | 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. | BI01010001010000000000000515BI0100001116 | 1122.8 | cum |
| 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 | 1082.7 | 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 | 7218 | 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 | 7218 | sqm |
| 8 | 1.007 | 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) | BI01010001010000000000000515BI0100001120 | 7218 | 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 | 7218 | sqm |
| 10 | 1.009 | od728715/2020_2021 : Construction of subgrade and earthern shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of and technocal specification | BI01010001010000000000000515BI0100001122 | 266.54 | cum |
| 11 | 2 | APPX B-RETAINING WALL | BI01010001010000000000000515BI0100001123 | ||
| 12 | 2.001 | 11.1.1.1 : Excavation for StructuresEarthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soil(i)Upto 3 m depth | BI01010001010000000000000515BI0100001124 | 17.1 | cum |
| 13 | 2.002 | od680791/2020_2021 : Random rubble dry stone masonry<br> | BI01010001010000000000000515BI0100001125 | 59.288 | cum |
| 14 | 2.003 | od680793/2020_2021 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203- III.P.C.C. grade M 20 (i)Nominal mix (1:2:4) with out form work. | BI01010001010000000000000515BI0100001126 | 0.9 | cum |
| 15 | 2.004 | 10.4.A.3 : Direction and Place Identification signs with size more than 0.9 sqm size board<br>\nA. Retro-reflectorised Traffic Signs <br>3\tProviding and erecting direction and place identification retro- reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on RCC Posts 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | BI01010001010000000000000515BI0100001127 | 1 | sqm |
AI Tender Summary
Tender Timeline
Jun 29, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJul 07, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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