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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up.including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. with all lead and lifts and as directed by the Engineer in charge of work. a) km 134.97 to 136.97 |
| 2 | b) km 181.250 to 183.200 |
| 3 | Earthwork excavation for road work in soil by mechanical means with hydraulic excavator ofincluding cutting and loading in tippers, trimming bottom and sidesslopes, inaccordance with requirements of lines,grades, and cross sections and transporting to the embankment location, unloading, hire charges of all machineries etc., complete. With all lead and lifts and as directed by the Engineer in charge of work. a) km 134.97 to 136.97 a) km 134.97 to 136.97 |
| 4 | b) km 181.250 to 183.200 |
| 5 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete with all lead and lifts and as directed by the Engineer in charge of work. (New road formation) a) km 134.97 to 136.97 |
| 6 | b) km 181.250 to 183.200 |
| 7 | c) For Cross Drain Km 182.350 |
| 8 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads including all labour, usage charges of all machinery etc., complete. with all lead and lifts and as directed by the Engineer in charge of work a) km 134.97 to 136.97 |
| 9 | b) km 181.250 to 183.200 |
| 10 | Construction of granular sub-base 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 including protection of edges of GSB layer, cost ofall materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete. with all lead and lifts and as directed by the Engineer in charge of work (Compacted thickness) a) km 134.97 to 136.97 |
| 11 | b) km 181.250 to 183.200 |
| 12 | c) For Cross Drain Km 182.350 |
| 13 | construction of wet mix macadam by providing laying, spreading and compacting ofgraded stone aggregates as per table 400-12&13, including premixing the materail with water at OMC in mechanical mix plant carriage of mixed material tipper to site paver, laying in uniform layers in sub base/ base course on well prepared surfaceandcompacting with vibratory roller to achieve the desired density of 98% including protection of edges of WMM layer, cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead and lift etc., complete With all lead and lifts and as directed by the Engineer in charge of work.(compacted thickness) laying using gradera) km 134.97 to 136.97 |
| 14 | b) km 181.250 to 183.200 |
| 15 | Providing and applying primer coat with slow setting (SS1) bitumen emulsion complying with IS 8887 on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per table -500-3, including cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete, With all lead and lifts & as directed by the Engineer in charge of work.a) km 134.97 to 136.97 |
| 16 | b) km 181.250 to 183.200 |
| 17 | Providing and applying tack coat with VG 10 grade bitumenusing bitumenpressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete, With all lead and lifts & as directed by the Engineer in charge of work.a) km 134.97 to 136.97 |
| 18 | b) km 181.250 to 183.200 |
| 19 | Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS -73-2013 of specified grading, premixed with bituminous binder at 4.5% by weight of total mix and filler,transporting the hot mix to work site, laying with the 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 including cost of all materials, labour, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc complete. With all lead and lifts & as directed by the Engineer in charge of work. (Compacted thickness), 50 - 75 mm compacted thickness (Grading 2) with 4.50% Bitumen using 60/70 (VG-30)a) km 134.97 to 136.97 |
| 20 | b) km 181.250 to 183.200 |
| 21 | Providing and laying Bituminous Concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013of specified grading, premixed with bituminous binder @ 5.4% of mix and filler @2% by weight of aggregate, 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 including cost of all materials, all labours, usage charges of all machinery, all lead, lifts, loading, unloading, stacking, transporting etc., complete. With all lead and lifts & as directed by the Engineer in charge of work. (30 - 40 mmcompacted thickness). a) km 134.97 to 136.97 |
| 22 | b) km 181.250 to 183.200 |
| 23 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control,cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work.-5.50 kg per Sqm, 2.5 mm thicka) km 134.97 to 136.97 |
| 24 | b) km 181.250 to 183.200 |
| 25 | Supplying and fixing of molded shank Raised pavement markers/cat\"s Eye made of polycarbonate of the light enetering moulded body and refeltive panels with micro prismatic lens capable of providing total internal relection of the light entering the lens face and shall support a load of 16000kg tested inaccordance to ASTM D 4280TYPE 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 should not exceed 50mm,100mm and 102+/-2mm and with minimum refelective area of 13cm2 on each side and slope to the base shall be 35+/- 5 degree. The strength of detachement of internal cylindrcal shanks,( of diameter not less than 19+/-2 mm and height not less than 30+-2mm) from the body is to be a minimum value of 500kg . Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture\"s recommendationand and complete as directed by the engineer. The contactor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the refelcting panel, to the Engineer as per MORT&Hspecification 806. With all lead and lifts & as directed by the Engineer in charge of work.a) km 134.97 to 136.97 |
| 26 | b) km 181.250 to 183.200 |
| 27 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.anel, to the Engineer as per MORT&Hspecification 806. With all lead and lifts & as directed by the Engineer in charge of work-90 cm equilateral triangle a) km 134.97 to 136.97 |
| 28 | b) km 181.250 to 206.25 |
| 29 | Direction and Place Identification Signs upto 0.9 sqm Size Board.-Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.20 mm thick, 3.60mtrs hight, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing,including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work. a) km 134.97 to 136.97 |
| 30 | b) km 181.250 to 183.200 |
| 31 | Providing and erecting Project Display board of size 1.80m verticle and 1.6m horizontal made of cold rolled coil sheet 16 gauge (1.6mm thickness) sheeting strengthened by welding to MS angle of size 35x35x5mm iron frame work on all sides, extra cross verticle angle fixed using nuts and bolts, base of board shall be cleaned, applying red oxide and black paint by sprayer on both sides of the board and all MS iron frame works, back ground of the facing side of the board painted in traffic yellow, project information written in English/Kannada/Hindi, painting letters and numerials in black, fixed on a mild steel angle iron posts 75mmx75mmx6mm, 2 Nos. firmely fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45Cmx45Cmx60Cm, 60Cm below ground level and board 2.80m from ground level ( 2 Nos of 3.80m over all length each ) as per approved drawing including necessary cost of letterings, labour, hire charges of machineries, transportation, loading and unloading etc, complete.With all lead and lifts & as directed by the Engineer in charge of work.a) km 134.97 to 136.97 |
| 32 | b) km 181.250 to 183.200 |
| 33 | Providing and fixing Renforced cement concrete M15 grade Kilometre stone of standard designas perIRC 8-1980 andIRC:26, excavation and fixing in position in M-15 concrete, plastering the exposed faces with CM 1:2,curing, painting and printing letters, necessary reinforcements etc,. including cost of all materials, labour, loading unloading lead lift , transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work. I) Ordinary Kilometre stonea) km 134.97 to 136.97 |
| 34 | b) km 181.250 to 183.200 |
| 35 | II) hectometre stone a) km 134.97 to 136.97 |
| 36 | b) km 181.250 to 183.200 |
| 37 | 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 includingall labour, hire charges of all machineries etc., complete.II By Mechanical Means, B Rubble stone masonry in cement mortar. With all lead and lifts & as directed by the Engineer in charge of work |
| 38 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.(c) Above 600 to 900mm.With all lead and lifts & as directed by the Engineer in charge of work |
| 39 | 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour etc., complete.With all lead and lifts & as directed by the Engineer in charge of work |
| 40 | Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cmsin depth, compacting deposited material by plate compactor/power rammer after duly watering to achievethe desired degree of compaction, including cost of materials, labour, hirecharge of machineries, transportation, lead, lift, loading, unloading etc complete.A Granular material.With all lead and lifts & as directed by the Engineer in charge of work |
| 41 | Back filling behind abutment, wing wall, return wall and foundation trenches as per drawing in layers not exceeding 20cmsin depth, compacting deposited material by plate compactor/power rammer after duly watering to achievethe desired degree of compaction, including cost of materials, labour, hirecharge of machineries, transportation, lead, lift, loading, unloading etc complete.B Sandy material.With all lead and lifts & as directed by the Engineer in charge of work |
| 42 | Providing & laying Plain / Reinforced Cement ConcreteM 15 (1:2:4)in Open foundation using granite/trap/basalt aggregates using 20mm and downsizeand clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposedfaces etc., complete.With all lead and lifts & as directed by the Engineer in charge of work(excluding cost of steel and fabrication charges |
| 43 | Providing & laying Plain / Reinforced Cement ConcreteM 20 (1:1.5:3) in substructurefor Abutment/ Pier Cap using granite/trap/basalt aggregates using 20mm and downsizeand clean sieved approved sand including mixing mechanically in Concrete Mixer laid in layers not exceeding 15cms thick layers, as per Drawing including cost of all materials, formwork, centring, vibrating , compacting, hire charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc.,complete.With all lead and lifts & as directed by the Engineer in charge of work (excluding cost of steel and fabrication charges). |
| 44 | ProvidingTMT Steel bar reinforcement conforming to IS-1786, Fe-500 Grade designation including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessaryas per drawing (laps, hooks and wastages shall not be measured and paid)including cost of all materials, bar bending charges, labour, lifts etc., complete.With all lead and lifts & as directed by the Engineer in charge of work |
| 45 | Providing and Laying Reinforced cement concrete pipe NP4prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with clean seived approved sand cement mortar 1:2, including cost of all materials, labour, loading, unloading, lead, lift, transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work1000mm dia pipe |
| 46 | Providing and laying boulders laid dry without wire crates for Apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing, including cost of all materials, labour, loading, unloading, lead and lift, transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work |
| 47 | Providing and laying Pitching on Slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing, including cost of all materials, labour, loading, unloading, lead and lift, transporting etc., complete.With all lead and lifts & as directed by the Engineer in charge of work |
