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| 1 | FOUNDATION Bored cast-in-situ M35 grade R.C.C. Pile 1200MM Dia excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. as per MORTH Specification No. 12.25 |
| 2 | 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. as per MORTH Specification No. 12.1 |
| 3 | Plain/Reinforced Cement Concrete (P.C.C. M-15) in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH Specification No. 12.8 A |
| 4 | Cement Concrete for Reinforced Concrete in Pile Cap (M-35) complete as per Drawing and Technical Specification. as per MORTH Specification No. 12.8 G |
| 5 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. as per MORTH Specification No. 12.40 |
| 6 | Dismantling of Cement Concrete Pile Head pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per MORTH Specification No. 2.6 |
| 7 | Shifting of Malba as per MORTH Specification No. 12.1 |
| 8 | SUB STRUCTURE Plain/Reinforced cement concrete in sub-structure (Piers / Abutment M-35) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (p) |
| 9 | Plain/Reinforced cement concrete in sub-structure (Pier Caps / Abutment Caps M-35) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (q) |
| 10 | Plain/Reinforced cement concrete in sub-structure (Seismic Stopper M-40) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (r) |
| 11 | Plain/Reinforced cement concrete in sub-structure (Bearing Pedestal M-40) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (r) |
| 12 | Plain/Reinforced cement concrete in sub-structure (Pedestal Wall / Back Wall M-35) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (r) |
| 13 | Supplying, fitting and placing HYSD bar reinforcement in Sub-Structure complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.6 |
| 14 | SUPER STRUCTURE Furnishing and Placing Reinforced/ Prestressed cement concrete (Beam M-45) in super-structure as per drawing and Technical Specification. as per MORTH Specification No. 14.1 F (r) |
| 15 | Furnishing and Placing Reinforced/ Prestressed cement concrete (Cross Beam M-35) in super-structure as per drawing and Technical Specification. as per MORTH Specification No. 14.1 F (r) |
| 16 | Furnishing and Placing Reinforced/ Prestressed cement concrete (Deck Slab M-35) in super-structure as per drawing and Technical Specification. as per MORTH Specification No. 14.1 E (r) |
| 17 | Provision of an Reinforced Cement Concrete Crash Barrier (M-40) at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. as per MORTH Specification No. 8.22 |
| 18 | Wearing coat a) Providing and laying 25 mm thick Mastic Asphalt Wearing Course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516. |
| 19 | b) Providing and laying Bituminous Concrete (40MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and technical specifications as per MORTH Specification No. 14.2 |
| 21 | Supplying, fitting and fixing in position true to line and level POT-PTFE BEARING consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications. as per MORTH Specification No. 13.18 |
| 22 | High Tensile Steel Wires/Strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications as per MORTH Specification No. 14.3 |
| 23 | Providing and Laying of a Strip Seal Expansion Joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as per MORTH Specification No. 14.21 |
| 24 | Drainage Spouts complete as per drawing and Technical specification as per MORTH Specification No. 14.9 |
| 25 | Providing and applying 2 Coats of Water Based Cement Paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. as per MORTH Specification No. 14.16 (Painting On Concrete Surface) |
| 26 | R.E. WALL Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. as per MORTH Specification No. 2.5 (Cutting of Road Crust) |
| 27 | 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. as per MORTH Specification No. 12.1 |
| 28 | Disposal of Excavated Soil & Waste Material as per MORTH Specification No. 12.1 |
| 29 | Plain/Reinforced Cement Concrete (P.C.C. Leveling Pad M-15) in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH Specification No. 12.8 A |
| 30 | Area of R.E.wall Facia Panal as per MORTH Specification No. 7.4 (ii) |
| 31 | Area of Reinforcing Elements of Synthetic Geogrids. as per MORTH Specification No. 7.4 (i) B |
| 32 | Plain/Reinforced cement concrete in sub-structure (Copping Beam M-35) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (r) |
| 33 | Plain/Reinforced cement concrete in sub-structure (Lean Below Frication Slab M-15) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 A (p) |
| 34 | Furnishing and Placing Reinforced/ Prestressed cement concrete (Frication Slab M-35) in super-structure as per drawing and Technical Specification. |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in Super-Structure complete as per drawing and technical specifications as per MORTH Specification No. 14.2 in Frication Slab |
| 36 | Provision of an Reinforced Cement Concrete Crash Barrier (M-40) at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. as per MORTH Specification No. 8.22 |
| 37 | Plain/Reinforced Cement Concrete (Lean Concrete Below Approach Slab M-15) in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH Specification No. 12.8 A |
| 38 | Reinforced cement concrete Approach Slab (M-30) including reinforcement and formwork complete as per drawing and Technical specification. as per MORTH Specification No. 14.11 |
| 39 | Construction of Embankment with Approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORTH Specification No. 3.16 Filling of Fly ash (Adding Qty of Filter Media 2307.10 Cum +26136.02 Cum) = 28443.12 Cum |
| 40 | Compacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 41 | Construction of Granular Sub-Base (G.S.B. 200MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 42 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 43 | Providing and laying of Filter Media (Behind R.E.wall) with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. as per MORTH Specification No. 13.10 |
| 44 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 125MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 45 | Providing and laying Bituminous Concrete (B.C. 50MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 46 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 47 | Providing and applying Tack Coat (Two Layer) with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 48 | 150 MM Dia P.V.C. Pipe Perforated for Drainage |
| 49 | Geotextile Arround 150 MM Dia P.V.C. Pipe |
| 50 | Geotextile for Panel Joints |
| 51 | Safety Kerb Stone for Protection of R.E. Wall a) Plain/Reinforced Cement Concrete (Lean Concrete M-15) in Open Foundation complete as per Drawing and Technical Specifications. as per MORTH Specification No. 12.8 A |
| 52 | Safety Kerb Stone for Protection of R.E. Wall b) Plain/Reinforced cement concrete in sub-structure (Kerb Concrete M-35) complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.5 H (r) |
| 53 | Safety Kerb Stone for Protection of R.E. Wall c) Supplying, fitting and placing HYSD bar reinforcement in Sub-Structure complete as per drawing and Technical Specifications. as per MORTH Specification No. 13.6 |
| 54 | Fixing of 65mm G.I. Pipe Railing Over Crash Barrier of the chair of MS Plate 12mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20cm) Welded over MS Plate. The Bottom Plate Properly Anchored by 12mm TMT Bars in the Concrete Complete Job. |
| 55 | SERVICE ROAD & MAINTENANCE OF SERVICE ROAD 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. as per MORTH Specification No. 12.1 |
| 56 | Shifting of Surplus Earth from Site as per MORTH Specification No. 12.1 |
| 57 | Construction of Embankment with Approved Material Obtained from Borrow Pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORTH Specification No. 3.16 Filling of Good Soil |
| 58 | Compacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 59 | Construction of Granular Sub-Base (G.S.B. 150MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 60 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 61 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 60MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 62 | Providing and laying Bituminous Concrete (B.C. 30MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 63 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 64 | Providing and applying Tack Coat with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 65 | Construction of an Underground Side Drain at Edge of Pavement 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. |
| 66 | ELECTRIFICATION |
| 67 | OTHER WORK Hot Applied Thermoplastic Paint |
| 68 | Barricating Board |
| 69 | Pile Load Test |
| 70 | Cautionary Bridge, Road Safety Sign, Road Appearance Providing & Fixing Triangle Boards 900 MM |
| 71 | Supply & Fixing of Bridge Railling Delineators |
| 72 | Supply & Fixing of Reflective Strip / T-Plate |
| 73 | Supply & Fixing of Advance Direction Curve / Chevron Board |
| 74 | Supply & Fixing of Side Road / Round About Board |
| 75 | Supply & Fixing of Speed Regulatory Boards |
| 76 | Supply & Fixing of Cat's Eye |
| 77 | Supply & Fixing of Object Hazard / Two Way Marker |
| 78 | Supply & Fixing of Compulsory Right / Left Board |
| 79 | Supply & Fixing of Reflecting Sign Boards |
| 80 | Supply & Fixing of Drive Slow Board |
| 81 | ROTARY CARRIAGEWAY 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. as per MORTH Specification No. 12.1 |
| 82 | Shifting of Surplus Earth fron Site as Per MORTH Specification No. 12.1 |
| 83 | Compacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 84 | Construction of Granular Sub-Base (G.S.B. 200MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 85 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 86 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 90MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 87 | Providing and laying Bituminous Concrete (B.C. 40MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 88 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 89 | Providing and applying Tack Coat with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH Specification No. 5.2 |
| 90 | Provision of an Reinforced Cement Concrete Crash Barrier (in Rotary) (M-40) at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. as per MORTH Specification No. 8.22 |
| 91 | Providing and applying 2 Coats of Water Based Cement Paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Painting on Concrete Surface) as per MORTH Specification No. 14.16 |
| 92 | Fixing of 65mm G.I. Pipe Railing Over Crash Barrier (in Rotary) of the chair of MS Plate 12mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20cm) Welded over MS Plate. The Bottom Plate Properly Anchored by 12mm TMT Bars in the Concrete Complete Job. as per MORTH Specification No. 14.8 |
| 93 | Construction of Embankment with Approved Material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as Per MORTH Specification No. 3.16 Filling of Good Soil in Rotary |
| 94 | Spreading of Sludge Farm Yard Manure or/ and Good Earth in Required Thickness (Cost of Sludge, Farm Yard Manure or/and Good Earth to be Paid for Separately) as Per MORTH Specification No. 11.1 |
| 95 | Grassing with 'Doobs Grass' including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed in Rows 7.5 cm apart in either direction as Per MORTH Specification No. 11.2 (ii) |
| 96 | 4 LANE MODIFY AT JUNCTION 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. as per MORTH Specification No. 12.1 |
| 97 | Shifting of Surplus Earth from Site as Per MORTH Specification No. 12.1 |
| 98 | Construction of Embankment with Approved Material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as Per MORTH Specification No. 3.16 Filling of Good Soil |
| 99 | Compacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 100 | Construction of Granular Sub-Base (G.S.B. 200MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 101 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 102 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 90MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 103 | Providing and laying Bituminous Concrete (B.C. 40MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 104 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 105 | Providing and applying Tack Coat with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH Specification No. 5.2 |
| 106 | Construction of an Underground Side Drain at Edge of Pavement 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. as per MORTH Specification No. 3.30 |
| 107 | JUNCTION LEGS IMPROVEMENT 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. as per MORTH Specification No. 12.1 |
| 108 | Shifting of Surplus Earth from Site as Per MORTH Specification No. 12.1 |
| 109 | Construction of Embankment with Approved Material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as Per MORTH Specification No. 3.16 Filling of Good SoilCompacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 110 | Construction of Granular Sub-Base (G.S.B. 200MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 111 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 112 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 90MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 113 | Providing and laying Bituminous Concrete (B.C. 40MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 114 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 115 | Providing and applying Tack Coat with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH Specification No. 5.2 |
| 116 | SERVICE ROAD 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. as per MORTH Specification No. 12.1 |
| 117 | Shifting of Surplus Earth from Site as Per MORTH Specification No. 12.1 |
| 118 | Construction of Embankment with Approved Material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as Per MORTH Specification No. 3.16 Filling of Good Soil |
| 119 | Compacting Original Ground supporting sub-grade as per MORTH Specification No. 3.20 |
| 120 | Construction of Granular Sub-Base (G.S.B. 200MM) by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification No. 4.1 |
| 121 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M. 250MM) 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. as per MORTH Specification No. 4.14 |
| 122 | Providing and laying Dense Graded Bituminous Macadam (D.B.M. 90MM) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects. as per MORTH Specification No. 5.4 B |
| 123 | Providing and laying Bituminous Concrete (B.C. 40MM) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 MORTH specification clause No. 507 complete in all respects. as per MORTH Specification No. 5.5 B |
| 124 | Providing and applying Primer Coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. as per MORTH Specification No. 5.1 |
| 125 | Providing and applying Tack Coat with Bitumen Emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as per MORTH Specification No. 5.2 |
| 126 | Construction of an Underground Side Drain at Edge of Pavement 1 m x 1 m (inside dimensions) lined with RCC-20 cm thick and covered with RCC slab10 cm in thickness on urban roads. as per MORTH Specification No. 3.30 |
| 127 | ISLAND 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. as per MORTH Specification No. 12.1 |
| 128 | Construction of Embankment with Approved Material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as Per MORTH Specification No. 3.16 Filling of Good Soil in Island |
| 129 | Provision of an Reinforced Cement Concrete Crash Barrier (M-40) at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. as per MORTH Specification No. 8.22 |
| 130 | Providing and applying 2 Coats of Water Based Cement Paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (Painting on Concrete Surface) as per MORTH Specification No. 14.16 |
| 131 | Fixing of 65mm G.I. Pipe Railing Over Crash Barrier of the chair of MS Plate 12mm Thick (20x20cm) embaded in concrete and MS Plate 12mm Thick (20x20cm) Welded over MS Plate. The Bottom Plate Properly Anchored by 12mm TMT Bars in the Concrete Complete Job. as per MORTH Specification No. 14.8 |
| 132 | Spreading of Sludge Farm Yard Manure or/ and Good Earth in Required Thickness (Cost of Sludge, Farm Yard Manure or/and Good Earth to be Paid for Separately) as Per MORTH Specification No. 11.1 |
| 133 | Grassing with 'Doobs Grass' including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed in Rows 7.5 cm apart in either direction as Per MORTH Specification No. 11.2 (ii) |
| 134 | ELECTRIFICATION |
| 135 | OTHER WORK Hot Applied Thermoplastic Paint |
| 136 | Barricating Board |
| 137 | Cautionary Bridge, Road Safety Sign, Road Appearance Providing & Fixing Triangle Boards 900 MM |
| 138 | Supply & Fixing of Advance Direction Curve / Chevron Board |
| 139 | Supply & Fixing of Side Road / Round About Board |
| 140 | Supply & Fixing of Speed Regulatory Boards |
| 141 | Supply & Fixing of Cat's Eye |
| 142 | Supply & Fixing of Object Hazard / Two Way Marker |
| 143 | Supply & Fixing of Compulsory Right / Left Board |
| 144 | Supply & Fixing of Reflecting Sign Boards |
| 145 | Supply & Fixing of Drive Slow Board Please Enable Macros to View BoQ information |
