Re E Tender P.No.169 / 2023 Kurichy Gp Retarring And Side Concreting Of Old Mc Road- Ummassery Mukkatt Road In W.3
Tender Value
5.92 Lakhs
Estimated cost
Bid Submission
16 Jan 2023
0 days left
EMD
14813
Bank guarantee accepted
Document Fee
1310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kurichy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Re E Tender P.No.169 / 2023 Kurichy Gp Retarring And Side Concreting Of Old Mc Road- Ummassery Mukkatt Road In W.3
BOQ
| Sl. No. | Item Description |
| 1 | Retarring |
| 2 | OD239139/2022-2023:Scarifyingexisting roadsurfacetoa depthof150mm andcompacting theaggregate obtainedfromscarificationwithpowerrollerasperdirectionofdepartmentalofficersatsite |
| 3 | 4.9:Wet Mix Macadam <br> Providing, 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. <br> By Mechanical Means with 1 km lead |
| 4 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <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. |
| 5 | 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 |
| 6 | 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. |
| 7 | 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. |
| 8 | 75.9.3.pb.pa:Plastic roads- Packed Bitumen Rate20mm thick Open-Graded Premix Carpetusing Bituminous (penetration grade/modified bitumen) Binder -Bitumen S-65 -Packed Bitumen and Shredded PlasticProviding, laying and rolling of opengradedpremix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or emulsion to required line, grade and level toserve as wearing course on a previously prepared base, using HM Plant attached withopen pugmilll.Heating of aggregate at 150 degree Celsius to 170 degree Celsius, thentransferring the hot aggregate to pugmill and add shredded plastic @10.22 kg/100m2mixing well to form a uniform thin layer of plastic over - hot aggregate and adding hotbitumen (150 to 165 degree Celsius) @ 13.578 Kg/10m2 and mix well, laying and rollingwith a. three wheel 80-100 kN static roller capacity, finished to required level and gradesto be- followed by seal coat of either Type A or Type B or Type C as per TechnicalSpecification Clause 508Case - I By Manual Means(II) Bitumen (S-65),including supplying and stacking of materials. |
| 9 | 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 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) |
| 10 | OD83305/2022-2023:Surfacedressing oftheground including removingvegetation andequalities notexceeding 15cm.deepanddisposal ofrubbish, leadupto 50mandliftupto 1.5m |
| 11 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) |
AI Tender Summary
Tender Timeline
Jan 09, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 16, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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