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| 1 | Name of the work :- Construction of Road from Kanekal-Uravakonda road to Gangulapuram in Kanekal Mandal ofAnanthapur District. Est.Cost Rs.230.01 |
| 2 | Road portion |
| 3 | Name of work :- Construction of Road from Kanekal-Uravakonda road to Gangulapuram in Kanekal Mandal ofAnanthapur District. Est.Cost Rs.230.01 Lakhs Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORDincluding contractors profit & Over head chargesbut excluding ,Seigonaragecharges & GST |
| 4 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotaGSTorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding, Seigonaragecharges & GST |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm and using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM)including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 8 | Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 9 | Construction ofShoulders by providingselected earth having MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively. and, spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 kNto achieve thedesired density, complete as per Technical Specification Clause 407 MORD and clause 305 & 305.4.4 MORTH ncluding overhead charges & Contractor profit etc., Complete, but excluding GST and seigniorage charges . |
| 10 | Construction ofHead walls on both sides to existing Irrigation duct instead of single row of 1000 mm dia RCC pipe culvert 1 No at KM 2/30 :- |
| 11 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 12 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 13 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 14 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 15 | Providing and laying Reinforced Cement ConcreteM-25 grade fusing 20mm &10 mm HBG (SS5)M/c graded metal includingcost andand conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc completeas per drawingand as per technical specification clauses800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTHincluding Overheads and Contractors Profitbutexcluding GST and seignorage charges for finished item of work. for Deck slab |
| 16 | Supplying, fitting, and placing HYSD bar reinforcement( Fe-415)in sub-Structurecomplete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding Contractors profitbut excluding GST etc complete for finished item of work. for sub structure |
| 17 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete |
| 18 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 19 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 20 | Construction ofHead walls on both sides to existing Irrigation duct at KM 2/40 to 2/50 |
| 21 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 22 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 23 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 24 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 25 | Providing and laying Reinforced Cement ConcreteM-25 grade fusing 20mm &10 mm HBG (SS5)M/c graded metal includingcost andand conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc completeas per drawingand as per technical specification clauses800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTHincluding Overheads and Contractors Profitbutexcluding GST and seignorage charges for finished item of work. for Deck slab |
| 26 | Supplying, fitting, and placing HYSD bar reinforcement( Fe-415)in sub-Structurecomplete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding Contractors profitbut excluding GST etc complete for finished item of work. for sub structure |
| 27 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete |
| 28 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 29 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 30 | Construction ofWing walls o both sides to existing CD works in km 2/60-2/70 amd 3/20-3/30-2 Nos |
| 31 | Earthwork in excaGSTion for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 32 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 33 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 34 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 35 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete |
| 36 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 37 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 38 | Construction ofWing walls to existing CD works in km 2/70-2/80 inplace of new 2 x 3.00 mts 1 Nos |
| 39 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 40 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 41 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 42 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 43 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 44 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete |
| 45 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 46 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 47 | Construction ofHead walls on both sides of Existing Irrigation duct at 2/80 1 No |
| 48 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 49 | Fillingin foundation trenches for Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges. |
| 50 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 51 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 52 | Providing and laying Plain Cement Concrete M15 grade in Body walls using 40mm, 20mm & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH , including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 53 | Providing and laying Reinforced Cement ConcreteM-25 grade fusing 20mm &10 mm HBG (SS5)M/c graded metal includingcost andand conveyance of all materials, vibrating, centering, machine mixing, curing hire and operational charges of all T& P but excluding cost and its fabrication charges of steel etc completeas per drawingand as per technical specification clauses800,1205.4 and 1205 MORD /Sections . No. 1500, 1600 & 1700 /MoRTHincluding Overheads and Contractors Profitbutexcluding GST and seignorage charges for finished item of work. for Deck slab |
| 54 | Supplying, fitting, and placing HYSD bar reinforcement( Fe-415)in sub-Structurecomplete as per drawing and technical specifications Clauses 1002,1010and 1202 MORD & 1600, 2200 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operationsincluding Contractors profitbut excluding GST etc complete for finished item of work. for sub structure |
| 55 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seignorage charges etc. complete |
| 56 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 57 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. |
| 58 | Construction ofParapets to existing culverts at 2/40 to 2/50 and 3/70 to 3/80 2 Nos |
| 59 | Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges -Body walls below GL |
| 60 | Road Safety Interventions |
| 61 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 62 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
| 63 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcCircular plate of size 600mm |
| 64 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etc Equilateral traingle of size 600mm |
| 65 | Cautionary warning signs::Like Y Junction,cross road,T-intersection,T-Intersection major road a head,Left hand ,Right hand ,reverse curves,built up area,school ahead,pedastrain crossings,Dangerous dip,Speed breaker,schools etcRectangular of Size 800 x 600 mm Bus stop |
| 66 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 67 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on two numbers47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 68 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers 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 100 mm and with minimum reflective area of 13 Sqcm 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 700 Kgf. Fixing will be by drilling holes on the road for the twin 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 including cost and conveyance of all materials, all labour charges, |
| 69 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 70 | Road work : Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 71 | Scarifying the existing Bituminous road surface to a depth of 50 mm and disposal of scarified material with all llifts and lead upto 1000 m as per technical speficiations clause 305.4.3MORTH |
| 72 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work. |
| 73 | Construction of Granular sub-baseby providing well graded material(Table 400.1) with Grading IIIMaterial(HBG M/C +Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD .including contractors profit & Over head chargesbut excluding ,Seigonaragecharges & VAT |
| 74 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compactingVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including Over Head Charges, Contractor Profit.But excluding Seignorage Charges and GST |
| 75 | Construction of Improved sub-grade/Shoulders using Selected earth by providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with Vibratory Roller 80-100 kN capa`city to achieve thedesired density, complete as per Technical Specification Clause 402 MORD, including Over Head Charges, Contractor Profit @ 13.615% But excluding Seignorage Charges and GST |
| 76 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 77 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 78 | Providing and laying Semi dense bituminous concrete with 40-60 TPH batch type HMP producing an average output of 37.5 tonnes per hour using HBG crushed aggregates of specified grading, (Grading II using 9.50mm nominal size) premixed with bituminous binder @ 5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORD specification clause No. 509 complete in all respects, including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 79 | Road Safety Interventions:- Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size C |
| 80 | Providing and fixing of Hectometre stones of sizemm 650x150x1100 precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.35x0.30x0.40 m size |
