Tender For Second Metalling And Tarring Of Sreekrishna Vilasom Brahmananda Vilasom Road Second Metalling And Tarring Of Sreekrishna Vilasom Brahmananda Vilasom Road In W 5
Tender Value
5.35 Lakhs
Estimated cost
Bid Submission
20 Sep 2019
0 days left
EMD
15000
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CHERUTHANA → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Second Metalling And Tarring Of Sreekrishna Vilasom Brahmananda Vilasom Road Second Metalling And Tarring Of SreekrishnaVilasom Brahmananda Vilasom Road In W 5
BOQ
| Work Name:2019-20 Cheruthana GP Second metalling and Tarring of Sreekrishnavilasom Brahmanandavilasam Road in ward no 5 (P no 18/20) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | tarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od109305/2019_2020 : Granular Sub-base/base/surface course with local Material (Table 400.13)<br>(A)By Mix in Place Method normal<br><br>Construction of granular sub-base by providing local material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.4 as per technical specification clause 408 | BI01010001010000000000000515BI0100001114 | 3 | 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 | 40.95 | cum |
| 4 | 1.003 | 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 | BI01010001010000000000000515BI0100001116 | 501 | sqm |
| 5 | 1.004 | 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. | BI01010001010000000000000515BI0100001117 | 501 | sqm |
| 6 | 1.005 | 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) | BI01010001010000000000000515BI0100001118 | 501 | sqm |
| 7 | 1.006 | 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) | BI01010001010000000000000515BI0100001119 | 501 | sqm |
| 8 | 2 | Protection works | BI01010001010000000000000515BI0100001120 | ||
| 9 | 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 | BI01010001010000000000000515BI0100001121 | 20.5 | cum |
| 10 | 2.002 | od109322/2019_2020 : Random Rubble Dry stone Masonry | BI01010001010000000000000515BI0100001122 | 43.95 | cum |
| 11 | 2.003 | 11.6.3.2 : Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry(ii)In cement mortar 1:4 | BI01010001010000000000000515BI0100001123 | 9 | cum |
AI Tender Summary
Tender Timeline
Sep 09, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 20, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 25, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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