Short Term Maintenance Contract (STMC) for NH 73 from Km. 19.840 to Km. 20.150 (BC Road Junction) and from Km. 75.000 to Km. 86.200 (Charmadi Ghat) and from Km. 86.200 to Km.99.200 and Km. 0.000 to Km. 4.200 of NH 373 in the State of Karnataka.

1. NH-73 from Km 19.84 to Km 20.150 (BC Road Junction) & from Km 75.00 to Km 86.20 (CharmadiGhat) : Bill No. 1 : ROAD MAINTENANCE Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Average filling depth 150 mm), including all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete as directed by the Engineer incharge of work.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete as directed by the Engineer incharge of work.

Earthwork excavation for roadway in soil by manual means including loading, unloading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres including loading, unloading, labour, usage charges of all machinery etc., complete (Excavated material to be transported mechanically) as directed by the Engineer incharge of work.

Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc.,complete as directed by the Engineer incharge of work.

Providing & laying Plain/Reinforced Cement Concrete in open Foundation / Substructure complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc.,complete as directed by the Engineer incharge of work.(excluding cost of steel and fabrication charges) RCC Grade M20 using batching plant transit mixer & Concrete pump

Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar Reinforcement in Foundation/Substructure complete as per Drawing and Technical Specifications. including straightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks 7 wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete as directed by the Engineer incharge of work.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting,as per drawing and Technical Specifications etc., complete as directed by the Engineer incharge of work.

Construction of dry rubble flooring at cross drainage works for relatively less important works, including cost of all labour, material, curing usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete as directed by the Engineer incharge of work.

Providing sand bags including the cost of sand in empty cement bags to be placed to the required slope, alignment on prepared base including the cost of loading, unloading, all labour, hire charges of machinery etc., complete as directed by the engineer incharge of the work.

Removal of earth from the choked hill side drain and disposing it on the valley side manually, including all labour, lead, lifts, loading, unloading, transporting etc., complete as directed by the Engineer incharge of work.

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 by (Tractor) and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete as directed by the Engineer incharge of work.(For new road) - In area of light jungle by Mechanical means.

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick - 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 form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete complete as directed by the Engineer incharge of work. Grading II 13mm (Nominal size) (Initial Repair)

BILL NO.2: ROAD PROPERTY MAINTENANCE: 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, including all labour, lead, lifts, loading, unloading, transporting etc., complete as directed by the Engineer incharge of work. Note : Landslide Clearance involves pushing of loose earth slided on the road surface from hill side face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However if there are objections to disposing of earth on valley side, additional resources for its disposal shall be considered as per site conditions as directed by the Engineer incharge of work

BILL NO -3: PERFORMANCE BASED PAVEMENT REPAIR & ROAD MAINTENANCE Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick. 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 form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking, transporting etc., complete as directed by the Engineer incharge of work. except lead for bitumen & emulsion. Grading II 13mm (Nominal size) and other items mentioned in Clause 3 of Section 7 of contract agreement.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work. Type - A, "W" : Metal Beam Crash Barrier

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work.2.5mm thick

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer in Charge of Work.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work. - 90cm Equilateral triangle

60cm x 50 cm Rectangular

60cm Circular

Providing and erecting direction and place identification retro-reflectorised sign with size more than 0.9 Sqm size board as per IRC :67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer in charge of work

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work. 90 cm x 75 cm rectangular

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work.

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixing in position including painting and printing etc. including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as directed by the Engineer incharge of work. 200 metre stone (precast)

2. From Km. 0.00 to Km. 4.20 of NH-373 and from Km. 86.200 to Km. 99.200 of NH-73. Bill No. 1 : ROAD MAINTENANCE : 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 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness including all labour, hire charges of all machineries etc., complete as per specification and as directed by the Engineer incharge of work. - In area of light jungle - By Mechanical Means using Motor Grader

Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. including all labour, lead, lifts, loading, unloading, transporting etc., complete as per specification and as directed by the Engineer incharge of work. - By Manual Means.

Hill Side Drain Clearance: Removal of earth from the choked hill side drain and disposing it on the valley side manually, including all labour, lead, lifts, loading, unloading, transporting etc., complete as per specification and as directed by the Engineer incharge of work.

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen (shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) as per specification and as directed by the Engineer incharge of work.

Maintenance of Hume Pipe Culverts: Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as per specification and as directed by the Engineer incharge of work.

Maintenance of Slab type Culverts: Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as directed by the Engineer incharge of work.

Maintenance of Road Signs: Maintenance of road signs by way of cleaning and repainting of mandatory regulatory/cautionary/ informatory and place identifications sign board as per drawings and technical specification including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as directed by the Engineer incharge of work.

Maintenance of 200 metre hectometer and km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as directed by the Engineer incharge of work.

Printing letters and figures of any shade with synthetic enamel paint of any approved colour to give an even shade including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as directed by the Engineer incharge of work.

Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/ Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed (average thickness) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications and as directed by the Engineer incharge of work.

Supply of LED Streetlight luminaire with pressure die cast aluminium housing body for optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate material, delivering superior light output Rated life Burning Hrs 50000 hr @ Lumen Maintenance of 70%, maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500K, IP66 optical and electrical compartment & impact resistance of complete luminaire > IK08. Power Factor >0.9 with mains. Surge Protection- Min 5KV along with Over voltage/ Overload, short circuit/miss-wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operate wide voltage range from 100V to 270V 50/60Hz application. Compliance to IS 10322/IEC 60598, LM 79 & LM 80 Adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixture with ........W System Power consumption. LED Efficiency 130lm/w, nominal CRI >75. Luminaire manufacturer should have in-house facility accredited by NABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark/name shall be Engraved / Embossing on the die cast housing/ Body part. Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given by LED manufacturer & Cree/Nichia/Lumileds/ Osram make LED Source. LED Streetlight 90 W as per specifications and as directed by the Engineer incharge of work.

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick - 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 form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete as per specifications and as directed by the Engineer incharge of work. Grading II 13mm (Nominal size) (Initial Repair) From (86.200-99.200) of NH-73

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick - 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 form a smooth continuous surface, all as per clause 3004.2, including cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading stacking,transporting etc., complete as per specifications and as directed by the Engineer incharge of work. Grading II 13mm (Nominal size) (Initial Repair) From Km. 0.00 to Km. 4.20 of NH 373

Road Traffic Signals electrically operated- (Providing and Fixing Solar Traffic Light Blinker 300mm dia, LED aspect made of FRP/Poly carbonate with battery backup fitted with 150mm dia MS pipe 3.0 Meter long from the ground level, firmly fixed to the ground by means of properly designed foundation with M-15 grade concrete 60x60x60 cm below the ground level).-Since it is a ready made item commercially produced and erected by specialized firm in the electrical and electronic field, rate may be taken based on market enquiry from firms specialized in this field and ISI certified for the approved design and drawing, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer incharge of work.

10 mm thick -Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work - 10 mm thick

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface - Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work - 2.5mm thick

Solar Powered Road Marker ( Solar Stud)-Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and including cost of all materials all labour with all lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer incharge of work

Road Studs with Lense Reflector-Providing and fixing of Reflective Raised Pavement marker (RPM’s) / Cat eyes / Road studs confirming to ASTM D4280 type - H, having reflective panels made of prismatic lens of total height of 20mm size of 130mm X 150mm and reflecting area of 13 Sq Cm with the slope of retro reflective surface The RPM’s should be fixed by using two numbers of polymetric shanks using appropriate adhesive as recommended and certified by RPM manufacturer. The raised pavement marker should support a sufficient minimum load of 13635 Kg in accordance with ministry specification. The test certificates of the product and purchase lots certificate issued by the supplier should be producted at the time of billing. The RPM's shoud be got approved by the Engineer-in-charge of work before fixing at site. The cost is inclusive of all lead lift, transportation, labour, fixing in position firmly, as per the directions and instructions of the Engineer in Charge of work - Reflectivity Warranty

Direction and Place Identification Signs with size more than 0.9 sqm size Board- Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per the directions and instructions of the Engineer in Charge of work

Providing and erecting direction and place identification retro-reflectorised sign with size more than 0.9 Sqm size board as per IRC :67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specification and as directed by the Engineer in Charge of work

Retro-Reflectorised Traffic Signs- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete s per specification and as directed by the Engineer in Charge of work i)B-(ii) 90 cm equilateral triangle

ii)B-(viii)60 cm circular

iii)B-(xi) 60 cm x 50 cm rectangular

Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer in charge of work

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.

Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer in charge of work

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One coats on old work as per specifications including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer in charge of work

Painting of existing streetlight pole after scrapping the old paint and painted with suitable colour enamel/Silverpaint including coping/footing of the pole. 8 m and above street light pole as per specifications including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer in charge of work

Providing and fixing of Median marker made of tough, high impact resistant injection moulded thermoplastic body with an isosceles trapezoidal structure of legth 15 cm, height and width of 10x10cm and not less than 1.8mm thick. The body shall be rounded as its acute angle, all the corners and edges. The plastic used for moulding the median marker shall have impact strength value of 600 J/M at room temperature. The Median Marker shall have rectangular shape fluorescent yello colour retro-reflective sheeting of size not less than 8.5x 8.5cm with fully reflective micro prismatic cube corners as its retro-reflective elements meeting ASTM D4956 type XI specifications. The retro-reflective sheeting shall be on both side of the median marker, edge protected with edge lifting, sheeting damage etc., The logo of the manufacture shall be embossed on either side of the body of mould. The Median marker shall be fixed by a combination of epoxy adhesive and grouting. This is including fixing and finishing neatly as per specifications and as directed by the Engineer in charge of work

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead including all labour, hire charges of all machineries etc., complete as per specifications and as directed by the Engineer in charge of work - A. By manual means-Lime concrete, cement concrete grade M-10 and below

Earthwork excavation for roadway in soil by manual means including loading, unloading in truck for carrying of cut earth to embankment site with all lifts and lead including all labour, hire charges of all machineries et c., complete as per specifications and as directed by the Engineer in charge of work (excavated material to be transported mechanically)

Providing & laying Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing,including cost of all materials all labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc., complete as per specifications and as directed by the Engineer in charge of work

Providing & laying Plain/Reinforced Cement Concrete in open foundation complete as per drawing & tecnical pecification for Pipe Culvert complete as per Drawing and Technical Specifications, including cost of all materials, formwork, centering, vibrating, compacting,all labour, usage charges of machinery, lead, lifts, loading, unloading transporting, stacking, curing, finishing the exposed faces etc., complete as per specifications and as directed by the Engineer in charge of work - RCC Grade M20 using batching plant transit mixer & manual placing

Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening, cutting, bending, hooking, binding with approved quality of binding wire, after placing in position, tying, lapping and/or welding whereever required (wastages for laps, hooks shall not be measured & paid) with all lead, lifts, loading, unloading, transporting, stacking neatly, etc., complete, as per drawing & Technical specifications and as directed by the Engineer in charge of work

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curing all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications and as directed by the Engineer in charge of work

Land Slide Clearance in soil-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, including all labour, lead, lifts, loading, unloading, transporting etc., complete. Landslide Clearance involves pushing of loose earth slided on the road surface from hill side face on the valley side. Since no cutting of original ground is involved, the output of dozer has been taken as 60 cum per hour for soil, ordinary rock and blasted hard rock. However if there are objections to disposing of earth on valley side, additional resources for its disposal shall be considered as per site conditions as per specification and as directed by the Engineer in charge of work

Bill No. 3 : Routine Maintenance of road assets and pavement as given below: (i) Clearing and grubbing road land (ii) Repair of potholes/edge cuts/ruts/ patches (iii) Carrying out cleaning, removing of dust/silt/thrash from carriageway. (iv) Cleaning, clearing and repairing roadside open/unlined/lined/covered drains and cross drainage works (v) maintenance of road signs and delineators For (i) From km 86.200 to Km 99.200 of NH-73 (IL)

(ii) From Km 0.00 to Km 3.280 of NH-373 (4L)

(iii) From Km 3.280 to Km 4.200 of NH-373 (4L+PA)