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| 1 | Excavation for Structures: 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 and backfilling with approved material. including cost of all labour, material, usage charges of all machinery, lead, lifts, loading, unlodaing.i) Ordinary soil, B) Mechanical means (Depth upto 3m) etc., Complete. As directed by Engineer incharge of the work. |
| 2 | Dismantling of Structures:- 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 of 1000 metres including all labour, hire charges of all machineries. Dismantling Stone Masonry-I(ii)B by Manual Means-RSM in CM etc., Complete. As directed by Engineer incharge of the work. |
| 3 | Providing & laying Plain/Reinforced Cement Concrete 1:3:6 in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted ny vibration including curing, cost of all materials, all labour, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete.As directed by Engineer incharge of the work. |
| 4 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including cost of all materials, formwork, centring, vibrating, compacting, usage charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete(excluding cost of steel and fabrication charges) C-Case-II) RCC Grade M20 using batching plant transit mixer & manual placingetc., complete.As directed by Engineer incharge of the work. |
| 5 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar reinforcement in Foundation including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening bars, cutting, bending, hooking, binding with approved quality binding wire, after placing in position, tyeing, lapping and / or welding where ever required (laps, hooks and wastages shall not be measured and paid) with all lead, lifts,loading , unloading, Transporting, stacking neately etc., complete as per drawing and technical specifications etc., complete.As directed by Engineer incharge of the work. |
| 6 | 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, labour, loading, unloading, lead, lift, transporting etc., complete.As directed by Engineer incharge of the work. |
| 7 | 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 mm 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.As directed by Engineer incharge of the work. |
| 8 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including cost of all materials, labour, loading, unloading, lead, lift, usage charges of machinery transporting etc., complete.As directed by Engineer incharge of the work. |
| 9 | Boulder Pittching on slope - 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 materials, labour, loading, usage charges of machinery, unloading, lead and lift, transporting etc., complete. As directed by Engineer incharge of the work. |
| 10 | Retro- Reflectorised Traffic signs:- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet 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 ,3.2 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. as per clauses, including curing, cost of all materials, all labour, lead, lift, loading, unloading, transporting etc., complete. As directed by Engineer incharge of the work. |
| 11 | a) 90cm equilateral triangle |
| 12 | b) 60cm Circular |
| 13 | Direction and Place Identification Signs upto 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 vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 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 Engineer incharge of the work. |
| 14 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings including cost of all materials, all labour, loading, unloading, lead, lift, transporting etc., complete. As directed by Engineer incharge of the work. |
| 15 | Road Marking with Hot Applied Thermoplastic Compound:- 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 foreign matter, demarcation at site, traffic control, cost of all materials, all labour, lead, lifts, unloading, transporting etc. complete. As directed by Engineer incharge of the work. |
| 16 | a) Thermoplastic rumble strips 2.5mm thick |
| 17 | b) Thermoplastic rumble strips 7.5mm thick |
| 18 | SupplyingandFixingofMoldedShankRaisedPavement 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 IIIDt11.06.1997.Theheight,widthandlengthshallnot 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 baseshallbe35+/-5degree.Thestrengthofdetachment oftheintegratedcylindricalshanks,(ofdiameternotless than 19 +/- 2 mm and height not less than 30+/- 2 mm) from thebodyistobeaminimumvalueof500Kg.Fixingwill be by drilling holes on the road for the shanks to go inside, withoutnailsandusingepoxyresinbasedadhesiveasper manufacturer\"srecommendationandcompleteasdirected bytheengineer.Thecontractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectanceofthereflectingpanel,totheEngineer.as perMoRTH specification 806 etc., complete. As directed by Engineer incharge of the work. |
| 19 | Providing and erecting a \"Thrie\" 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 Type - B, \"THRIE\" : Metal Beam Crash Barrier etc., Complete. As directed by Engineer incharge of the work. |
| 20 | 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 complete as directed by the engineerincluding cost of all material, all labour, lead, lifts, loading, unloading, transporting, etc., complete. As directed by Engineer incharge of the work. |
