GENERAL 2023 24 RC2 Phase 1 Ezhukone Roads Section Under Kottarakkara Subdivision General Civil Work

Amount

Appendix A- maintenance of road surface

OD92035/2023-2024:Filling up potholes with bituminous ready mix compound (25kg bag ) and compacting by ramming to get a compact surface including cost of materials. laying charges, transportation to site etc complete .( rate is arrived for a bag of 25kg)

Appendix B- premonsoon works

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

OD92031/2023-2024:Skilled labour engaged for cutting trees and branches

55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.

OD92032/2023-2024:Engaging mazdoor for lowering side berms , clearing side berms, clearing side drains , removing silt from cuverts,cutting earthern drains, diverting blocked water , removing the branches of trees leaned towards the road threatening pedestrians and traffic ,removal of fallen trees or branches on the road clearing traffic blockage stack the wood at suitable place and various work as directed by engineer in charge etc.

OD92033/2023-2024:Engaging Hydraulic Excavator of 1cum bucket for various works as directed by the officer in charge

OD92034/2023-2024::Engaging tipper for conveying cut down branches of trees , silt and debris collected from drains

Appendix D : Emergency Work

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)

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

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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.

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete

Appendix D : Emergency works

10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material

OD92036/2023-2024:Engaging labour with passenger car not less than 1000 cc for Conducting and Reporting Routine Inspection upto 20 Km per day for the entire length of the project Road frequency of 7 days throughout the agreement period of the Running Contract as directed by the departmental officers .

OD92037/2023-2024:Providing and fixing of DLP board for Running Contract work with non reflectorised Vinyl Sign with 1 years warranty manufactured Vinyil Printing sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding .9 m2 with suitable back supporting frame of MS angle 40 x 40 x 6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer as per approved drawing and clause 801 including lettering symbols etc.

OD94454/2023-2024:Providing and fixing Convex mirror 100mm diameter supported on GI pipe pole 65mm diameter NB confirming to IS 1239 n firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45cm x 45cm x 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>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.<br>300 mm x 900 mm

55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.

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.

NASEEM S

Bidder Name

NASEEM S

JS CONSTRUCTION AND DESIGNERS