Chunakkara Gp 2021-22, Improvements Of Post Office Junction -Ambalayam Road
Tender Value
4.63 Lakhs
Estimated cost
Bid Submission
21 Jan 2022
0 days left
EMD
11590
Bank guarantee accepted
Document Fee
930
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chunakkara → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Chunakkara Gp 2021-22, Improvements Of Post Office Junction -Ambalayam Road
BOQ
| Sl. No. | Item Description |
| 1 | Retarring |
| 2 | 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.,including supplying and stacking of materials. |
| 3 | od1547101/2021_2022 : :Preparation of Foundation for Embankment<br>Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means<br>Scarifying the existing bituminous road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller as per Technical Specification Clause 301.4 |
| 4 | od1547104/2021_2022 : od999261/2020_2021 :Filling with Quarry Muck<br>Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the<br>top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade |
| 5 | 4.9 : Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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 |
| 6 | 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 |
| 7 | 75.5.2.3pb : Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 8 | 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. |
| 9 | 75.5.9.1.2pb : 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, 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 ByManual Means (II) Bitumen (S-65),including supplying and stacking of materials. |
| 10 | 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 510 A. By Manual Means CaseIII :Type C (II) Bitumen (S-65),including supplying and stacking of materials. |
| 11 | Irish Drain |
| 12 | od1547207/2021_2022 : :Surface dressing of the ground in All kinds of soil including removing vegetation and<br>in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 13 | od1547215/2021_2022 : :oncrete with out form work - Construction of plain cement concrete pavement<br>,thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause<br>1501.2.2 M 20 (grade),coarse and fine aggregates conforming to IS 383,maximum size of coarse aggregate<br>not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh<br>batcher using approved mix ,spreading the concrete with showels,rakes,compacted using needle vibrators<br>and finished in continuous operation including provisionof contraction and expansion ,construction<br>joints,curing of concrete slabs for 14 days and water finishing to lines and grade as per drawing and Technical Specifications Clause 1501. |
AI Tender Summary
Tender Timeline
Jan 14, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 21, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 24, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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