GENERAL-RM2024-25 One year RC 2 Zone 2 One year Running Contract for various PWD Roads under Roads Section Eraviperoor in Pathanamthitta District 8 road stretches for a length of 33.83 km-Work-General Civil Work

Amount

Reactive Maintenance (Initial rectification works)

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

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.

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix 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.

5.2.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.

OD118861/2024-2025:Providing laying and rolling of close graded premix surfacing material of 20 mm thickness

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

Pre- monsoon works

OD69578/2024-2025:Engaging man mazdoor for clearing chocked up culvert,clearing vegetation,removing R C C cover slab and cleaning the drain

OD69579/2024-2025:Engaging hydraulic excavator (J C B) for for removal of wastage clearing the berm/clearing the drain removing the side drain covering slab etc

OD69580/2024-2025:Engaging tipper for conveying the removed materials and for loading and unloading etc

OD69581/2024-2025:Engaging concrete cutting machine for cutting and removing the un authorised construction including all charges

OD69582/2024-2025:Engaging wood cutter for cutting trees and branches/pruning of branches standing in dangerous situation

OD69583/2024-2025:Hire charges of machine saw including petrol charges

OD69584/2024-2025:Engaging man mazdoor for assisting the wood cutter and removing branches of trees,cutting in shape for keepingroad side with out hindrance to traffic as per the direction of deptl officers at site

OD69585/2024-2025:Hire charges of rope for cutting trees standing in dangerous condition

OD69586/2024-2025:Engaging autopick up for filling pot holes using shelmac

OD69587/2024-2025:Engaging man mazdoor for filling deptl shelmac

OD69588/2024-2025: Supplying and stacking shelmac or equivalent ready mix 25 kg(1 bag) cold mix bags an instant pothole mixture from authorised agencies as per indents

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

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

3.24.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)

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

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

OD69589/2024-2025:Randum rubble masonry in cement mortar 1:6 including cost ,conveyance etc

OD69590/2024-2025:Dry rubble masonry for foundation and superstructure including conveyance

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.

OD71119/2024-2025:Supplaying and fixing of RC board

4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method

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.

Proactive /Preventive maintenance

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)

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.

55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.

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.

OD118876/2024-2025:Providing laying and rolling of close graded premix surfacing material of 20 mm thickness

OD69593/2024-2025:Engaging labour with passenger car not less than 1000 cc for conducting and reporting routine inspections for 20 km for the entire length of the project road at a frequency of 7 days through the agreement period of the running contracts as directed by the deptl officers at site. directed by the deptl officers at site

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.

8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

Emergency works

OD69573/2024-2025:Engaging J C B for removal of wastage , etc

OD69574/2024-2025:Engaging man mazdoor for clearing drains and culvert

OD69575/2024-2025:Engaging tipper 5.5 m3 capacity for conveying the silt removed

OD69576/2024-2025:Engaging wood cutter for cuttng branches/pruning of branches

OD69577/2024-2025:Hire charges for machine saw including petrol charges

Tittin Thevarumuriyil (BID ID -1967417)

A G RAJMOHAN NAIR (BID ID -1966352)

HARILAL. P.J (BID ID -1966747)

George Kuruvilla (BID ID -1966926)

Bidder Name

T.T.THOMASKUTTY

George Kuruvilla

HARILAL. P.J

A G RAJMOHAN NAIR

Tittin Thevarumuriyil