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| 1 | (Road Maintenance works for Km 118 to Km 133) By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). for Grading -1 Material |
| 2 | (Road Maintenance works for Km 118 to Km 133) Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 3 | (Road Maintenance works for Km 118 to Km 133) Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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.) For Grading II (19 mm nominal size) |
| 4 | (Road Maintenance works for Km 118 to Km 133) Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) using Bitumen 60/70 grade for Grading -II (13.2 mm nominal size) |
| 5 | (Road Maintenance works for Km 118 to Km 133) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) High Porosity |
| 6 | (Road Maintenance works for Km 118 to Km 133) Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Dry and Hungry Bituminous Suraface |
| 7 | Construction of lined drain in length of 3.000km 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.) ordinary soil, Mechanical Means,Depth upto 3m. |
| 8 | Construction of lined drain in length of 3.000km PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 9 | Construction of lined drain in length of 3.000km Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M15 Grade |
| 10 | Construction of Retaining wall in length of 35 mtr 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.) by mechanical means depth 3 to 6 mtr |
| 11 | Construction of Retaining wall in length of 35 mtr PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 12 | Construction of Retaining wall in length of 35 mtr Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M15 Grade |
| 13 | (Road Maintenance works for Km 147.8 to Km 159) By Mix in Place Method (Construction of granular sub-base by providing the material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401). for Grading -1 Material |
| 14 | (Road Maintenance works for Km 147.8 to Km 159) Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) |
| 15 | (Road Maintenance works for Km 147.8 to Km 159) Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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.) For Grading II (19 mm nominal size) |
| 16 | (Road Maintenance works for Km 147.8 to Km 159) Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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. 509 complete in all respects) using Bitumen 60/70 grade for Grading -II (13.2 mm nominal size) |
| 17 | (Road Maintenance works for Km 147.8 to Km 159) Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 18 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) |
| 19 | (Road Maintenance works for Km 147.8 to Km 159) Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate shown in 500-1 using mechanical means.) High Porosity |
| 20 | (Road Maintenance works for Km 147.8 to Km 159) Tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at required rate on the prepared bituminous/granular surface cleaned with mechanical broom.) Dry and Hungry Bituminous Suraface |
| 21 | Construction of 210 mtr RCC Drain with ISMB Cover for Approach work, Parapet walland lined drain in length of 5km 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.) ordinary soil, Mechanical Means,Depth upto 3m. |
| 22 | Construction of 210 mtr RCC Drain with ISMB Cover for Approach work, Parapet walland lined drain in length of 5km PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 23 | Construction of 210 mtr RCC Drain with ISMB Cover for Approach work, Parapet walland lined drain in length of 5km PCC 1:3:6 in Foundation Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M15 Grade |
| 24 | Construction of 210 mtr RCC Drain with ISMB Cover for Approach work, Parapet walland lined drain in length of 5km PCC 1:3:6 in Foundation Supplying,fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification |
| 25 | Construction of 210 mtr RCC Drain with ISMB Cover for Approach work, Parapet walland lined drain in length of 5km PCC 1:3:6 in Foundation Wrought Iron and Mild Steel Welded Work (Wrought iron and mild steel welded work) (using angles,square bars,tees and channel grills,grating frames,gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position but without the cost of excavation and concrete for fixing which will be paid separately) |
| 26 | Construction of Retaining wall in length of 100 mtr 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.) by mechanical means depth 3 to 6 mtr |
| 27 | Construction of Retaining wall in length of 100 mtr PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.) |
| 28 | Construction of Retaining wall in length of 100 mtr Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC M15 Grade |
| 29 | Dismantling of Slab Culvert Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means Bituminous course=1*10*7.0*.09 |
| 30 | Dismantling of Slab Culvert Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) By Mechanical Means BituminousGranular courses-1*10*7*.5 |
| 31 | 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) By Mechanical Means for items No. 202( b) & ( c) Cement Concrete Grade M-15 & M-20 (8*1*0.5*0.5) |
| 32 | 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) By Mechanical Means for items No. 202( b) & ( c) Prestressed / Reinforced cement concrete grade M-20 & above (12*6*0.5) |
| 33 | Dismantling Stone Masonry Rubble stone masonry in cement mortar. (3*12*5*0.5)+(3*5*0.5*5) |
| 34 | Embankment Construction with Material Obtained from Borrow Pits (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) (Within a lead of 5Km.) 1*7*5*5 |
| 35 | RCC Box Culvert 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.) Depth 3 m to 6 m |
| 36 | Plain RCC in substructure ((2.45*2.4)-(2*2))*12 |
| 37 | Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 0.28*8 |
| 38 | Providing & laying Plum concrete in 1:2:4 (1cement, 2coarse sand, 4 clean hard graded stone chips of 20mm down nominal gauge) with 50% clean hardstone of sizes not exceeding 15cm including shuttering,complete. compacting and curing 1*(9.545*12)+(8*1*0.5*0.5) |
| 39 | Providing and laying of Filter media 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. 1*((2*12*2.45)+(2*2.5*5.5)+(2*3.5*5.5))*0.6 |
| 40 | Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoringandbracing, removalofstumpsandotherdeleteriousmatter, dressing of sides and bottom and backfilling with approved material. Mechanical Means Depth 3 m to 6 m return wall at 150.100-1*3*2.6*2.45*2.0 |
| 41 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mmnominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14daysreturn wall at 150.100-1*3*2.6*2.45*0.10 |
| 42 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification D PCC Grade M25 Case I Using concrete mixer return wall at 150.100-1*3*2.5(2.35*1.0+1.60*1.0+1.2*1.0+0.80*1.0)+1*7.0*0.50*1.0 |
| 43 | Boulder apron laid in wire crates (Providing and laying o fboulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280& IS:4826 in100mmx 100mm mesh (weaved diagonally) including 10% extra for lapsand joints laid with stone boulders weighing less not less than 40 kgs each.D/S side of culvert at 150.100-1*3.5*2.5*.50 |
| 44 | (Road Maintenance works for Km 118 to Km 133) Clearing road side vegetation, brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation.This jungle clearance should includes minimum height of Clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hill side of the road.clear two times before and after monsoon .MDRs,SHs,NHs From km 118+000 to km 133+000 |
| 45 | (Road Maintenance works for Km 118 to Km 133) 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.) Qty 50% of total length of width 1mtr - 1*15000*2*0.5 |
| 46 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)Qty 50% of total length of width 1mtr - 1*15000*2*0.5 |
| 47 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a Excavator / Back Hoe and disposal of the same on the valley side) Average 2500 cum per km :- 15*2500 |
| 48 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) before and after monsoon Qty 100% of total lengthtwo times:- 1*15000*2 |
| 49 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete 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) At km 123rd and km 124th (1*500*7*0.4) |
| 50 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) |
| 51 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 52 | 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 @ 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.) Edge line : 2*15000*0.10 & centre line : 15000/6*0.10 |
| 53 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle |
| 54 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm circular |
| 55 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 80 cm x 60 cm rectangular |
| 56 | Type - A, \"W\" : Metal Beam Crash Barrier (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 810) Qty 5% of total length : 15000*5% |
| 57 | Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometre stone (precast) |
| 58 | Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) |
| 59 | Road Maintenance works for Km 147.8 to Km 159) Clearing road side vegetation, brush wood mooli bamboos, overgrown grass including removal etc. along existing road side, and disposal of the cut bushes down hill side of the road formation.This jungle clearance should includes minimum height of Clearance of 4.5m from top of pavement on uphill side of the road including road shoulder and all the bushes on the shoulder and down hill side of the road.clear two times before and after monsoon .MDRs,SHs,NHs From km 147+800 to km 159+000 |
| 60 | 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.)Qty 50% of total length of width 1mtr - 1*11200*2*0.5 |
| 61 | Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor) Qty 50% of total length of width 1mtr - 1*11200*2*0.5 |
| 62 | Land Slide Clearance in soil (Clearance of land slides in soil and ordinary rock by a Excavator / Back Hoe and disposal of the same on the valley side) Average 1100 cum per km :- 11.2*1100 |
| 63 | Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually) before and after monsoon Qty 100% of total length of width 1mtr :- 1*11200*1 |
| 64 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) |
| 65 | Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) Bituminous course |
| 66 | 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 @ 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.) Edge line : 2*11200*0.10 & centre line : 11200/6*0.10 |
| 67 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle |
| 68 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)60 cm circular |
| 69 | Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)80 cm x 60 cm rectangular |
| 70 | Type - A, \"W\" : Metal Beam Crash Barrier (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 810) |
| 71 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)5th kilometre stone (precast) |
| 72 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printingOrdinary Kilometer stone (Precast) |
