Retarring At Vikram Sarabhai Cross Road Division 17 Retarring
Tender Value
11.30 Lakhs
Estimated cost
Bid Submission
27 Mar 2020
0 days left
EMD
28250
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Maradu → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retarring At Vikram Sarabhai Cross Road Division 17 Retarring
BOQ
| Work Name:Proj No:504/2019-20Retarring at vikram sarabhai cross road -div-11in Maradu Municipality | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | vikram sarabhai cross road | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | od381955/2019_2020 : Providing and laying of interlock tile (departmental)concrete block pavements having thickness 80mm asper drawings and technical specifications clause 1504. | BI01010001010000000000000515BI0100001114 | 560 | sqm |
| 3 | 1.002 | od381956/2019_2020 : Filling with quarry muck muck,<br>Filling up low lying and water logged with local material/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming,etc complete for improving the CBR VALUE OF SUBGRADE. | BI01010001010000000000000515BI0100001115 | 38 | cum |
| 4 | 1.003 | od381957/2019_2020 : Granular subbase/base/surfase course with local materials(Table 400.13)by mix in place method normal.Construction of granular sub base by providing local material spreading in uniform layers as per Technical Specification Clause 408.(ii)Using gravell mix soil. | BI01010001010000000000000515BI0100001116 | 52.5 | cum |
| 5 | 1.004 | od381958/2019_2020 : Providing and Laying interlocking concrete pavements having thickness 80mm asper drawings and Technical Specification Clause 1504. | BI01010001010000000000000515BI0100001117 | 140 | 10 sqm |
| 6 | 1.005 | od381959/2019_2020 : Providing and laying in position PCC 1:2:4 using 20mm broken stone(1 cement:2course sand :4b20mm broken stone)as per Technical Specification.(modified MoRD 11.4.2.1) | BI01010001010000000000000515BI0100001118 | 9.24 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001119 | 9 | cum |
| 8 | 1.007 | 75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates\n<br> Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | BI01010001010000000000000515BI0100001120 | 46.08 | sqm |
| 9 | 1.008 | 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 | BI01010001010000000000000515BI0100001121 | 120 | sqm |
| 10 | 1.009 | 75.5.2.2pb : 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001122 | 120 | sqm |
| 11 | 1.01 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | BI01010001010000000000000515BI0100001123 | 580 | sqm |
| 12 | 1.011 | 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) | BI01010001010000000000000515BI0100001124 | 700 | sqm |
| 13 | 1.012 | 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) | BI01010001010000000000000515BI0100001125 | 700 | sqm |
| 14 | 1.013 | 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II.P.C.C grade M 15(i)Nominal mix (1:2.5:5) | BI01010001010000000000000515BI0100001126 | 31.5 | cum |
| 15 | 1.014 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001127 | 4.725 | cum |
| 16 | 1.015 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001128 | 0.676 | tonne |
AI Tender Summary
Tender Timeline
Mar 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 27, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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