Tender For Construction Of Deeg Bypass In District Deeg Including Rob. - PART- A - EARTH, GRAVEL, WBM WORK 2 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 MoRTH Specification Clause 201.By Mechanical MeansIn area of non-thorny jungle 3 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 5 Km as per MoRTH Specification Clause 305.3 4 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 10 Km as per MoRTH Specification Clause 305.3 5 Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres))Mechanical MeansUNLINED DRAIN 6 Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 7 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification.Clause 401]. By mechanical means.For grading-V material 8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406Lead upto 5.0 Km. 9 PART- B- BITUMINOUS WORK 10 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 11 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 12 Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 13 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30)Grading - I (37.50mm (Nominal Size)) 14 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 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 Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) 15 PART- C - ROAD FURNITURE 16 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 (iii) 600 mm circular 17 Supplying cautionary / warning sign board 90 cm equilateral triangle made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specifications (1995) Cl. 801 with angle iron post 65 x 65 x 6 mm. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 18 Supplying Informatory sign board size 60x80 cm. made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed background with epoxy paint, complete confirming to MoRTH specifications (1995) cl. 801 with angle iron post 65 x 65 x 6 mm.3 Mtr. Long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 19 Supplying route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 60 x 45 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of Angle Iron of 65X65X6mm – 3mtr.long for NH/SH: Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 20 Supply of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 M dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 21 Supply of flood gauge (water Gauge) as per I.R.C. 67 standard 200 cm long fixed on angle iron posts 50x50x6 mm, 2.6 M. long. 22 Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side. 23 Supply of retro-reflective sign boards size 1800x1200mm made out of 2mm thick aluminum sheet duly framed with 40mm M.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with inner support of M.S. flat 12x3mm whole structure is fixed with two supports each side 75mm long and 40mm M.S. black tube on two posts of 60mm dia M.S. black tube (Medium Class) as per 1239 (Part-I) 19792.03 meter long each and also provision of hold fast of M.S. bars 12mm and 25 Cm. long two on each post. The sheet has to be stove enameled or epoxy painting one side and other side Green / blue retro-reflective high intensity with white Retro Reflective sheet.The letters and numerals have to be made as per IRC 30-1968 and the board shall be conformed to beh MoRTH specification (1995 edition clause 801) Post and outer frame of board to be painted with black and white strips of synthetic enamel paint with black and white strips. 24 Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all around it. 25 Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 26 Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4. 27 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 28 Supplying and fixing pre cast R.C.C. stones (M-15 mix) using one percent steel reinforcement, including finishing in cement sand mortar 1:3, earthwork, cement concrete 1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design. 29 5th Km. Stone( size 50 x152x25 cm) 30 Ordinary km stone for 31 200 Meterstone( size 15 x10x65 cm) 32 Boundary pillars 33 P&F delinator with 30 cms diaRCC hume pipe ( IS-Marked) pipe 1.00M long 40 cms embedded in earththe inside of pipe shall be filled with cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 coarse aggregate 20 mm nominal size ) with semi circular hump at top the pipes shall be painted 15 cms wide alternate strips with black/ white with enamel paint (Black strip at top) with red round reflector 7.5 cms dia at top on side facing the traffic and opposite side (as per IRC -79 ) 34 Supply of mandatory/regulatory reflective sign boards fixed on 3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thick MS sheet with stove enamelled paint and reflective symbolStop signs 900 mm octagon 35 Supplying, hoisting and fixing in position overhead sign with a corrosion resistant 2mm thick aluminium alloy sheet with heigh intensity grade retro-reflective sheeting of encapsulated lens exclusive lettering, border and signs type with vertical and lateral clearance installed over a designed support system of aluminium alloy or galvonised steel trestles and trusses of sections and type as per structual design requirements and approved plans. As per MoRTH specifications : Clause 801 & 802. 36 Aluminium alloy plate fixed with heigh intensity grade sheeting. 37 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 38 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.TMT Steel reinforcement 39 Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size 40 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks)Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.(a) Category A : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 41 Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered or concrete surface as per MoRTH specification clause 803 42 PART D - ROAD SIDE PLANTATION 43 Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete.7. Watering to plants.8.Maintenance of plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost.Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years 44 PART E PIPE CULVERT 45 Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers ramming, watering and disposal of surolus earth with all lifts and lead up to 1000 metre. In ordinary soil ,Depth up to 3.0 metre 46 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 47 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 48 Providing,Laying & Fixing in position RCC Spun or hume pipes ISI marked with proper jointingin required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement mortar 1:3 or having flexible rubber ring joint made WNP-4 (1200mm dia) 49 Providing & Laying graded stone aggregate filter material underneath pitching on slopes as per drawing and technical specification as per MoRTH Specification 50 Providing & Laying Pitching on slopes complete as per Drawing and Technical Specification (MoRTH Specification Clause-2504)With RR Stone Weighing not less less than 40kg,thickness not less than 150 mm (Specific Gravity not Less than 2.65) 51 PART F BOX CULVERT 52 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 53 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. PCC M15 Grade 54 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. PCC M15 Grade 55 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade 56 Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 TMT Steel bar reinforcement 57 Filter media behind abutment, wing wall and return wall, complete asper drawing and technical specification as per MoRTH Specification : Clause:2504 Filter medium 58 Back filling behind abutment, wing wall and return wall in 150mm layers,with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy Back Fill Material 59 Providing A.C pipe Weep holes 150mm dia in Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 60 Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503 Stone Apron 61 Providing and laying Pitching on slopes complete as per drawing and technical specification [MoRTH Specification Clause 2504] With R.R Stone, weighing not less than 40 Kg, thickness not less than 150mm (Specfic gravity not less than 2.65) Stone Pitching 62 Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRTH specifications Clause 2504.2.2 Filter below cone protection 63 Cement concrete for prestressed concrete in superstructre at any level with steel formwork and scaffolding complete as per drawing and technical specification as per MoRTH Specification: 1500 & 1700 M-40 grade girder and slab superstructure.Crash Barrier 64 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 65 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.PCC M15 Grade 66 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.RCC M-30 Grade 67 Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600TMT Steel reinforcement 68 Providing and laying Cement concrete for plain/reinforced concrete in open Substructure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M30 upto 5 metre height 69 Steel reinforecemnt in substructure complete as per MoRTH Specification : Section 1600 TMT Steel reinforcement 70 Providing A.C pipe Weep holes 150mm dia in Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 71 Filter media behind abutment, wing wall and return wall, complete asper drawing and technical specification as per MoRTH Specification : Clause:2504Filter medium 72 PART G BOX MINOR BRIDGE 73 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 74 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 75 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 76 Structural Cement concrete for plain concrete/ reinforced concrete forsubstructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.Cincluding formwork R.C.C. grade M35 upto 5 metre height 77 The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement 78 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications 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 including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. 79 Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Sandy material 80 Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 81 Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65) 82 Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1Stone/boulder 83 Providing and laying graded stone aggregate Filter Material underneath pitching on slopes complete as per drawing and technical Specification as per MoRTH Specification : Clause 2504 84 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704Nominal Mix (1:2.5:5) 85 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. M 30 grade 86 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 minimum @ 5.2 & 5.4per centof 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 Specifications Clause 507 complete in all respectsfor Grading-I ( 19 mm nominal size ) Bitumen (VG-30) 87 P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete 88 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700. M 40 grade solid slab superstructure 89 Providing and laying reinfored Cement Concrete grade M30 design mix railing complete as per drawingand technical specification as per MoRTH Specification :1500, 1600 & 1700 90 PART H VEHICULAR UNDERPASS 91 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 92 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.PCC M15 Grade 93 Providing and laying Cement concrete for plain/reinforced concrete in open Substructure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 Upto 5 metre height 94 Steel reinforecemnt in substructure complete as per MoRTH Specification : Section 1600 TMT Steel reinforcement 95 Filter media behind abutment, wing wall and return wall, complete asper drawing and technical specification as per MoRTH Specification : Clause:2504Filter medium 96 Back filling behind abutment, wing wall and return wall in 150mm layers,with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Sandy Back Fill Material 97 Providing A.C pipe Weep holes 150mm dia in Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 98 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. RCC M-30 99 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 minimum @ 5.2 & 5.4per centof 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 Specifications Clause 507 complete in all respects for Grading-I ( 19 mm nominal size ) Bitumen (VG-30) 100 P&F on culverts/ bridges deck rainwater spouts made of cast iron as per MoRTH specification complete 101 Cement concrete for prestressed concrete in superstructre at any level with steel formwork and scaffolding complete as per drawing and technical specification as per MoRTH Specification: 1500 & 1700 M-40 grade girder and slab superstructure.Crash Barrier 102 PART I ROB 103 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 earlierand 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 MoRTH Specification Clause 201.(By Mechanical Means) 104 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 105 If the pile cap rests on ground add for leveling course.[MoRTH Specification : 100(N),1500(N),1700(N)] 106 Reinforced cement concrete in pile cap complete at all levels with teel formwork etc. as per drawing and technical specification as per MoRTH Specification : 1100, 1500 & 1700M35 grade 107 Bored/cast-in-situ piles complete as per drawing and technical specification as per MoRTH Specification : Section 1100, 1600 & 1700 excluding reinforcement.RCC Grade M-351200 m 108 Initial and routine vertical load test 109 Lateral load test 110 Non destructive Integrated testing of cast-in-situ pile using pile deriving analyzer or equivalent as detailed in specification and as approved by Engineer. 111 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement 112 Providing and laying Cement concrete for plain/reinforced concrete in open Substructure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. 113 R.C.C. grade M35 upto 5 metre height 114 R.C.C. grade M35 above 5 metre & upto 10 metre height 115 R.C.C. grade M35 above 10 metre height 116 Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement 117 Supplying, fitting & fixing in position true to line & level, POT-PTFE Bearing suitable for biaxial movement as per drawing & BS:5400 Sections 9.1 & 9.2 as per MoRTH Specification Section 2000 118 Cement concrete for prestressed concrete in superstructre at any level with steel formwork and scaffolding complete as per drawing and technical specification as per MoRTH Specification: 1500 & 1700M-45 grade girder and slab superstructure. 119 Cement concrete for prestressed concrete in superstructre at any level with steel formwork and scaffolding complete as per drawing and technical specification as per MoRTH Specification: 1500 & 1700M-45 grade girder and slab superstructure. 120 Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in chargedTMT Steel reinforcement 121 Providing and laying High tensile steel wires/ strands at any level including all accessories for stressing, stressing operations and grouting complete as per drawing and technical specification as per MoRTH Specification 1800 122 Fabrication, Welding, Riveting, olting by HSFG bolts wherever required, supply, transportation to site, Assembling, Launching, Erecting of steel girder spans as per drawings and specifications approved by Railway and department for composite construction i.e. (Steel +RCC) of superstructure of the Road Over Bridge with contractor’s own mild steel confirming to IS: 2062 Grade 350(B) with all welds, rivets, nuts bolts rivet materials, weld materials, HSFG bolts, service bolts, with other ancillary steel structures fixed to the girder where necessary in proper level and alignment and as per technical specifications etc. with contractor’s own materials, fabrication, machinery, templates, fixtures, equipments tools and plants, transportation to site, skilled/ unskilled labour, excise duty., Octroi, sales tax and other taxes, all leads and lifts, descent, loading, unloading, crossing one or more Railway track if required etc. complete and as per technical specifications. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before their assembly. The structural steel to be used should be manufactured by SAIL/ RINL/ TISCO/ ESSAR/ JINDAL only. For Painting prior approval for superior brand/ make of the paint should be taken from engineer in charge.The rate shall be inclusive of supply, erection and dismantling of staging and scaffolding and other temporary arrangements required for the purpose of assembly, erection and launching of girders. The rate shall also be inclusive of cold straightening of deformed and bent girder parts before/after their assembly.Metalising girder/ girder component such as cross girder, top chord channels, bracing etc of BG new steel girder as directed by engineer with epoxy paint spray not less than two layers after preparing surface by sand/grit blasting as per provision laid in Appendix VI of IRS B-1179 code ( latest alteration) including one coat wash primer one coat epoxy zinc crome primer and two coat of epoxy paint with approved paint conforming to IS specification for fabrication & erection of steel girder bridge ( RS B 1-79) asorrected up to date with contractor’s own materials, tools, plants, labour, handling, re- handling if any including all lead, lifts descents, crossing of track/ obstruction etc. complete in all respectand as per direction of the engineer.Note:1. The fabrication of girders must be got done from RDSO approved firms only.2. For Payment purpose, nominal weight of the girder as per drawing will only be considered.Total Quantity of steel in RDSO Plate Girder 31.28m span (R1-R2) 123 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700. M 40 grade solid slab superstructure 124 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 belo 125 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704Nominal mix (1:2.5:5) 126 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications section 1500, 1600, 1700, 2704. RCC M-35 127 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 manufacturers instructions for installation.Note : 1. The installation shall be done by the manufacturer or his authorised representative to the satisfaction of the Engineer. 2. The concreting for joining the expansion joint assembly with the deck has not been included in this analysis as the same is catered in the quantities of RCC deck. 128 P&F on culverts/ bridges deck rain water spouts made of cast iron as per MoRTH specification complete 129 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 minimum @ 5.2 & 5.4per centof 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 Specifications Clause 507 complete in all respectsfor Grading-I ( 19 mm nominal size ) Bitumen (VG-30) 130 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 131 Structural Cement concretefor reinforced concrete in superstructure at any level complete including steel formwork, scaffolding etc. as per drawing and technical specification as perDesign mix MoRTH Specification 1500 & 1700. M 25 grade solid slab superstructure 132 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 133 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 MoRTH Specification Clause 801 134 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 135 Earth work in excavation for foundation of structurecompletewith alllift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meter .For Ordinary soil (Depth upto 3m) 136 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Excavation in SoilwithDozer with lead upto 100 m 137 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.PCC M15 Grade 138 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. Grade M25 139 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged TMT Steel reinforcement 140 Designing, providing and erection of specified grade Precast RCC facia panels of thickness 180mm made with M-35 Grade concrete batching plant, transit mixer, concrete pump and vibrater for retaining earth with all elements and accessories including reinforcing element complete as per approved drawing and clause 3100 of MoRT&H specifications including all material, labour, machinery etc. (Scope of work includes designing, getting approval, casting in yard, curing, storing, transporting, lifting, placing in position, erection with all necessary fasteners etc complete) 141 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications 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 including all material, labour, machinery as per clause 710.1.4 of IRC:78 and clause 2200 of MoRT&H specification. 142 Providing, placing and compacting to desired density approved backfill material in layers as per approved methodology including testing for reinforced fill portion and random fill portion in the approaches between the Reinforced Soil (RS) Wall panels as per approved drawings as per clause 3103 of MoRT&H specification The soil should be predominately coarse grained not more than 10% of particle should pass 75 micron sieve The item shall be measured and paid for the finished volume of backfill and sub-grade placed in position excluding the volume of filter media at base and behind the RS walls. 143 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead as per Technical Specification____do___________ with lead500mtr to 1000 mtr 144 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 5 Km. m as per MoRTH Specification Clause 305.3 145 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification.Clause 401]. By mechanical means.For grading-V material 146 Wet Mix MacadamProviding, 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 compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.Lead upto 5.0 Km. 147 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base (WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 148 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 MoRTH Specification Clause 503. 149 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30)Grading - II (26.50 mm (Nominal Size)) 150 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 minimum @ 5.2 & 5.4per centof 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 Specifications Clause 507 complete in all respectsfor Grading-I ( 19 mm nominal size ) Bitumen (VG-30) 151 Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 152 Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 153 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required. 0.63 mm thick with zinc coating not less than 275 gm/m2 154 Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and typeas per structural design requirements and approved plans 155 Providing andlaying Cementconcrete forplain/reinforcedconcrete inopenfoundation as perdrawing andtechnical specification as perMoRTHSpecification : Section 1500, 1700 & 2100including form work at any level. 156 Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) 157 Providing and laying in position cement concrete including curing,compaction etc.complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level.M10 grade Nominal Mix 1:3:6(1cement :3coarse sand:6 graded stone aggregate 20mm nominal size). 158 ProvidingandLayingofInterlockingM-30grade Concrete Block Pavementshaving thickness80 mm as perdrawings andas perIS15658:2006.andall materialsshall conformto MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category B : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
