General Rm 2022 23 Cluster Ii One Year Rc Zone V General Rm 2022 23 Cluster Ii One Year Rc Kaduthuruthy Kottayamrm 2022 23 Zone V One Year Running Contract For Various Pwd Roads Under Roads Section Kaduthuruthy In Kottayam District. 16 Road Stretch Genera
Tender Value
76.06 Lakhs
Estimated cost
Bid Submission
18 Jun 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kaduthuruthy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
General Rm 2022 23 Cluster Ii One Year Rc Zone V General Rm 2022 23 Cluster Ii One Year Rc Kaduthuruthy Kottayamrm 2022 23 Zone V One Year Running Contract For Various Pwd Roads Under Roads Section Kaduthuruthy In Kottayam District. 16 Road Stretch General Rm 2022 23 Cluster Ii One Year Rc Zone V General Rm 2022 23 Cluster Ii One Year Rc Kaduthuruthy Kottayamrm 2022 23 Zone V One Year Running Contract For Various Pwd Roads Under Roads Section Kaduthuruthy In Kottayam District. 16 Road Stretch
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 20-Jun-2022 | Date corrigendum. | Date | 20-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Appendix A -Reactive Maintainance (Intial Rectification Work) |
| 2 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 3 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 4 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. |
| 5 | OD67927/2022-2023:##l Filling up pot holes (cut and formed to regular shapes and all looseand defective materials removed) after supplying a prime coat of hot bitumen using 12mmdepartmental broken stone and compacting with power roller to get a compact surface |
| 6 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 7 | OD67928/2022-2023:MORD - Providing, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.09 mm (Type-A) OR 13.2mm to 0.9 mm (Type - B) aggregates usingpenetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD -Bitumen @22 kg / 10 m2.... |
| 8 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 9 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method |
| 10 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 11 | 55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete. |
| 12 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m <br> |
| 13 | 13.5.F.P.1:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m |
| 14 | 14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 15 | 12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br> |
| 16 | Appendix -BPre Mansoon Wotks |
| 17 | OD67924/2022-2023::Engaging Man coolies |
| 18 | OD67925/2022-2023:Engaging hydraulic excavator |
| 19 | OD67926/2022-2023:Hire and running charges of tipper |
| 20 | Appendix CProtective/PreventiveMaintainance |
| 21 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. |
| 22 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) |
| 23 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. |
| 24 | OD67929/2022-2023:##l Filling up pot holes (cut and formed to regular shapes and all looseand defective materials removed) after supplying a prime coat of hot bitumen using 12mmdepartmental broken stone and compacting with power roller to get a compact surface |
| 25 | OD67931/2022-2023:Fillinguppot holes (cut and formed to regular shapes and all loose defective materials removed) after supplying a tack coatof bitumen emulsion using packed cold mix and compacting manually to get a compact surface |
| 26 | OD67932/2022-2023:Engaging labour with passenger car not less than 1000 cc for conducting and reporting routine inspection up to 20KM per day for the entire length of project road at a frequency of 7 days throughout the agreement period of running contract as directed by the departmental officers |
| 27 | Appendix -D Emergency Works |
| 28 | OD67933/2022-2023::Engaging Man coolies |
| 29 | OD67934/2022-2023:Engaging hydraulic excavator |
| 30 | OD67935/2022-2023:Hire and running charges of tipper |
| 31 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical SpecificationsRCC Grade M20 - Using Concrete Mixer |
| 32 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 33 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes. |
| 34 | 55.10.2:Providing and erecting retro-reflectorised Object Hazard Marker 450mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801. 450mm x 900 mm |
| 35 | 4.1.B.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-VI - For sub-base cum drainage layer - Mix in Place Method |
AI Tender Summary
Tender Timeline
Jun 13, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 20, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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