GENERAL RM 2024 25 RC 2 Phase 1 Zone III One year Running Contract work for

Amount

APPENDIX-A- REACTIVE MAINTENANCE( INITIAL RECTIFICATION WORK)

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

4.2.A.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-III -For lower sub-base - 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.

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

5.8.b:Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder (VG 30) laid on the prepared surface and rolling with 8-10 tonne smooth wheeled steel roller. Grading II - 13 mm nominal chipping size.

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

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.

OD154449/2024-2025:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification

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.

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.

OD183884/2024-2025:Supplying & fixing Vinyl sticker for rename in DLP board

OD183887/2024-2025:Providing and fixing DLP board for Running Contract with non retro reflectarised vinyl sign with one years warranty manufactured vinyl printed sheeting fixed over aluminium sheeting 3mm thick Aluminium composite material with area not exceeding 0.9sqm with suitable 3mm thick/Aluminium composite material with area not exceeding 0.9sqm with suitable backsupporting frame of MS angle square 25X25X3mm and supported on GI square pipe 50mmX50mm NB confirming to IS 1239 fixed to the ground by means of properly designed foundation with M15 grade cement concrete minimum size 40X40X50cm, 50cm below ground level including painting all exposed surface with two coat of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc

APPENDIX-B- PRE MANSOON WORKS

OD154437/2024-2025:Supplying ready mixed tar macadam potholes filler including all cost materials from Trivandrum to PWD roads section office Manjeshwram

OD154438/2024-2025:Carrying and Laying ready mixed Tar macadam potholes filler from PWD section Office store to Various PWD roads Including all labour and conveyance charges etc complete

OD154439/2024-2025:Cutting and Removal of falling dangerous trees in various roads under PWD road section manjeshwar

OD183829/2024-2025:Engaging man Mazdoor For Removing / Cleaning existing choked culverts , Drain and for placing covering slabs

OD154441/2024-2025:Supply of wood cutter/sawyer for the cutting of fallen trees, clearing of traffic blocks etc

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

3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

OD154442/2024-2025:Engaging Hydraulic Excavator

OD183812/2024-2025:Engaging small tipper for various works in roads as per the directions of engineer in charges

APPENDIX-C-PRO ACTIVE/PREVENTIVE MAINTENANCE

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.

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

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.

OD154444/2024-2025:Mixed seal surfacing Providing and Rolling of close graded pre mix surfacing material of 20mm thickness composed of 11.2mm to 9mm(Type A) aggregate using bitumen VG 30 to required line, grade and level to serve as wearing coarse on a previously prepared base, including mixed in suitable plant and rolling with static roller 8-10KN and finished to required level and grade as per technical specification

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

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)

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.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

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

8.36:Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873

APPENDIX-D- EMERGENCY WORKS

10.11:Removal of earth from the choked hill side drain and disposing it on the valley side manually

10.12:Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

INSPECTION WORKS

OD154448/2024-2025:Hiring of Inspection Vehicle: Wherein charges applicable as per utilization per km run at a frequency as detailed in the guidelines of running contract along the route convenient to cover entire reach specified in the agreement and as directed by the departmental officer at site.

UK MOHAMMED (BID ID -2193694)

Bidder Name

UK MOHAMMED

K M BASHEER