Railway Station Road Retarring Retarring
Tender Value
3.03 Lakhs
Estimated cost
Bid Submission
25 Sep 2019
0 days left
EMD
7597
Bank guarantee accepted
Document Fee
607
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mulanthuruthy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Railway Station Road Retarring Retarring
BOQ
| Work Name : 2019-20 MLTY GP : Railway station road retarring in ward 12 (Proj . no 97) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retarring | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.14.2.A : Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means(A) Bituminous Courses | BI01010001010000000000000515BI0100001114 | 3.2 | cum |
| 3 | 1.002 | od241230/2019_2020 : :MORD Data - Filling with Quarry Muck: Filling up low laying and water logged areas with<br>local material/quarry muck, spreading in layers, leveling the top at site and consolidation by ramming etc<br>complete for improving the CBR value of sub grade | BI01010001010000000000000515BI0100001115 | 9.6 | cum |
| 4 | 1.003 | 4.9 : Wet Mix MacadamProviding, 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.By Mechanical Means with 1 km lead | BI01010001010000000000000515BI0100001116 | 9.6 | cum |
| 5 | 1.004 | 75.5.1.1pb : Prime Coat - Low porosity - With Packed Bitumen Rates 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 | BI01010001010000000000000515BI0100001117 | 64 | sqm |
| 6 | 1.005 | 75.5.2.1pb : Tack Coat - With Packed Bitumen Rates 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. | BI01010001010000000000000515BI0100001118 | 896 | sqm |
| 7 | 1.006 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates 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 | 64 | sqm |
| 8 | 1.007 | 75.5.5.A.1pb : Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 | 47.16 | sqm |
| 9 | 1.008 | 75.5.5.B.2pb : Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | BI01010001010000000000000515BI0100001121 | 53.121 | sqm |
| 10 | 1.009 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen RatesProviding, 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.Case - I By Manual Means(II)Bitumen (S-65) | BI01010001010000000000000515BI0100001122 | 960 | sqm |
| 11 | 1.01 | 75.5.12.A.3.2pb : Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates 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 510A.By Manual MeansCase III : Type C(II)Bitumen (S-65) | BI01010001010000000000000515BI0100001123 | 960 | sqm |
AI Tender Summary
Tender Timeline
Sep 18, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 27, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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