RECONSTRUCTION OF GOILKERA (On NH-320 D)-AURANGASERENGDA ROAD (KM. 0.00 to K.M. 30.00)

Amount

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 to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 600 mm to 900 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 900 mm to 1800 mm

Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Above 1800 mm

Dismantling of brickwork in cement mortar -do-do- all complete as per specification and direction of E/I

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) Rubble stone masonry in cement mortar

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.) Lime concrete ,cement concrete grade M15 and above

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 as per MoRTH specification & direction of E/I cement concrete grade M20 & above

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works

Dismantling of granular course and disposal of dismantled material upto a lead of 1000m . Stacking serviceable and unserviceable material separately

Dismantling of Bituminous course and disposal of dismantled material upto a lead of 1000m by mechanical means

Dismantling of cement concrete pavement by mechanical means using pneumatic tools and disposal of dismantled material upto a lead of 1000m . Stacking serviceable and unserviceable material separately

Excavation in soil using Hydraulic excavator CK90 and Tippers with disposal upto 1000 metres (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) Including Royalty @ Rs. 27.48.00 per Cum including cost of watering, rolling & compaction

Construction of embankment with material deposited from roadway cutting(Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Rolling with vibratory roller

Construction of Embankment with materials obtainted from borrow pits( Construction of embankment with approved materials 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.) Rolling with vibratory roller

Construction of subrade and Earthen shoulder with approved material obtainted from borrow pits with all lifts and leads transporting to site , spreading , grading to required slope and compacted to meet requirement of table no. 300-2 Rolling with vibratory roller

Grannular Sub-base with coarse graded material( table 400-2) (Construction of Granular Sub-base by providing coarse graded 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) (Grading-I Material )

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 as per MoRTH specification & direction of E/I.) with vibratory roller

water bound macadam (providing, laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness ,handpicking, rolling with vibratory roller 8-10 tonnes /smooth 3 wheeled steel roller in stages to proper grade and camber,applying and brooming requisite type of screening /binding materials to fill up the interstices of coarse aggregate,watring and compacting to the required density ) using screening type-A (13.2mm agg) (with vibratory roller ) Gr-ll

water bound macadam (providing, laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specifications including spreading in uniform thickness ,handpicking, rolling with vibratory roller 8-10 tonnes /smooth 3 wheeled steel roller in stages to proper grade and camber,applying and brooming requisite type of screening /binding materials to fill up the interstices of coarse aggregate,watring and compacting to the required density ) using screening type-B (11.2mm agg) (with vibratory roller ) Gr-lll

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 of 0.60 kg/sqm using mechanical means.)

Tack coat(Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.)

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.) with VG-30 Grade Bulk Bitumen. All complete job as per MoRTH specification & direction of E/I. for Grading - II (19 mm nominal size)

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 @ 5.2 to 5.4 % 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) with Bulk VG30 Bitumen. All complete job as per MoRTH specification & direction of E/I for Grading - II (10 mm nominal size)

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.)

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 )

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. All complete job as per MoRTH specification & direction of E/I ) 90 cm equilateral triangle

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. All complete job as per MoRTH specification & direction of E/I ) 60x60 cm square

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. All complete job as per MoRTH specification & direction of E/I) 80 cm x 60 cm rectangular

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. All complete job as per MoRTH specification & direction of E/I) 60 cm x 45 cm rectangular

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. All complete job as per MoRTH specification & direction of E/I) 60 cm circular

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. All complete job as per MoRTH specification & direction of E/I) 90 cm high 0ctagonal

Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing)

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even hade

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 as per MoRTH specification & direction of E/I)

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)

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) Ordinary Kilometer stone (Precast)

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

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

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 type as per structural design requirements and approved plans

Fixing of reflective sheeting including all cost of materials and fitting charge complete works as per specification and direction of E/I

Cast in situ cement concrete M20 kerb ( Construction of cement concrete kerb with top and bottom width 115 mm and 165mm respectively , 250mm high in M20 grade PCC on M10 grade foundation 150mm thick , foundation having 50mm projection beyond kerb stone , kerb stone laid with kerb laying machine , foundation concrete laid manually all complete as per clause 408

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) Mechanical means depth upto 3m

E/W in excavation of foundation of structures / Bridges as per drawing and technical specification including of dewatering) setting out, construction of shoring, bracing, removal of stumps and other deleterious matter, dressing of sides and bottom ;in Soft Rock. Including all taxes and royalty and carriage charges(but excluding cost of dewatering) all complete as per specification and direction of E/I.(By mechanical means.)

Providing P.C.C.M10 with nominal mix (1:3:6) in foundation -do-do-all complete as per specification and direction of E/I

Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications of MoRTH & direction of E/I PCC Grade M 15

Plain/Reinforced cement concrete in SUBSTRUCTURE complete as per drawing and Technical Specifications of MoRTH & direction of E/I RCC Grade M 20

Providing R.C.C.M30 in super structure (Drain cover) - do- do all complete job as per specification & direction of E/I.

Providing PCC/RCC M15 in sub structure and plinth -do-do-all complete

Furnishing and placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical specification RCC Grade M-25 using concrete mixer for solid slab structure ,20-30% of (a+b+c) height upto 5m

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications of MoRTH & direction of E/I PCC Grade M 20

Reinforced cement concrete crash barrier (Provision of an reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC 21 dowel bars 25mm dia , 450mm long at expansion joints filled 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 PE DIMENSIONS IN THE APPROVED DRAWING AND AT THE LOACTIONS DIRECTED BY THE ENGINEER ALL AS SPECIFIED M20 grade concrete

Plastering with cement mortar (1:3) on brick work in sub-structure as per technical specifications.

Providing painting two coats over crash barrier and new concrete plaster surface -do-do- all complete

Providing and laying of Filter media with granular materials /stone crushed aggregates satifying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600mm 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 specifications

Providing Tar Phelt Cushion under the deck slab -do-do-all complete job

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications of MoRTH & direction of E/I

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight as per MoRTH specification & direction of E/I

Numbering & Writing the culvert numbers etc all complete job as per specification & direction of E/I

Providing R.D.R.R. Stone masonary with c.m.(1:3) in foundation -do-do- all complete

Providing R.D.R.R. Stone masonary with c.m.(1:3) in substructure -do-do- all complete

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 and technical specification

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1200 mm dia

Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia

Providing tuck pointing on stone masonary in CM(1:3),with clean coarse sand of FM 1.5 including cost of all , leads and lifts,water scaffolding,taxes and royality all , complete as per building specification and direction , E/I

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification . Granular material

Providing weep holes in Brick masonry /Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Providing Reinforced Cement Concrete M 30 in in FOUNDATION complete as per Drawing and Technical Specifications and direction of E/I. (up to 5m height)

Providing Reinforced Cement Concrete M 30 in in substructure complete as per Drawing and Technical Specifications and direction of E/I. (up to 5m height)

Providing RCC (Design mix concrete )Grade M30 mechanically mixed concrete in deck slab, girder, footpath, kerb etc with graded stone aggregate 20 mm nominal size and clean course sand of FM 2 and above well screened free from all dirt,dust shells and other deleterious materials including cost of all materials(excluding cost of reinforcement steel and its cutting , bending , binding) ,labours machineries,shuttering,formwork as per drawing and MOSRT & H including all taxes royalty and carriage cost. As per technical specification and direction of E/I. RCC M30 HT ABOVE 5M

construction of precaste RCC railing of M 30 grade ,aggregate size not exceeding 12mm true to line and grade tolerance of vertical RCC post not to exceed 1 in 500 centre to centre spacing between vertical post not to exceed 2000 mm leaving adequate space between vertical post for expansion complete as per drawing and technical specifications

Reinforced cement concrete M30 approach slab including reinforcement and formwork complete as per drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

strip seal expansion joint (providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, complete as per drawing and technical specifications to be installed by the manufacturer /supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation )

Drainage Spouts complete as per drawing and Technical specification

confirmatory boring

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX

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M/s Ganga Construction