Construction of H.L. Bridge over local Bada Nallah at 0/438 km on Kuli A.P. Border road

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 cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.

Filling Sand in Foundation and plinth of approved quality .including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charg

Excavation for road way in hard rock with controlled blasting by drilling, blasting and breaking, trimming bottom & side slopes as per requirements and transporting upto 1000m lead with cost of all materials, labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 301, 302 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision). & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Bored cast-in-situ M-35 grade R.C.C. Pile 1200mm dia excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

Supplying, Fitting, Fixing and Placing in position Steel Liner of 6mm to 10mm thick for curbs and staining of wells as per approved Drawing & Technical Specifications and Section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision). including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

P.C.C M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). as per technical specification and direction of Engineer-in-Charge.

P.C.C M-20 Grade in sub structure of CD works using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-35 grade in Pile Cap as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). as per direction of the Engineer-in-charge.

R.C.C. M-30 grade in Substructure Abutment Shaft as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-30 grade in approach slab including steel of CD works as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-30 grade in sub structure Return wall and Wing wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-30 grade in Substructure Abutment/ Pier Cap as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-30 grade in substructure in Dirt Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-40 grade in Super structure Bearing Pedestal M 40 as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

supplying,fitting and fixing in position true to line and Elastomeric bearing consisting of a metal piston supported by a disc or unreinforced elacstomer confined within a metal cylinder,sealing rings,dust seals,PTFE surfase sliding against stainless steel mating surfase,complete assembly to be of cast steel /febricated structure steel ,metal and elacomer elements to be as per IRC: 83 Part-I &II respectivly and other parts conferming to BS:5400,section 9.1 & 9.2 and clause 2006 of MORTH specification complete as per drawing and approved technical specification.

RCC Grade M-30 grade in superstructure girder including cost of all materials, labour charges for machineries, T&P , centering & shuttering , charges towards casting bed, roads for lifting and launching of the girders including charges towards providing cranes, vehicle with trailer for lifting and to support the errection of girder for launching and placement at the required height and position including all chargers for arrangement for movement of cranes, trailers of required nos and capacity complete but excluding cost and labour for M.S reinforcement, HT steel wire/ strand, sheating , Bearing plate, Tube 'unit', wedges etc. accesories, charges towards stressing and grouting, hire charges of Jack and other equimpment required for stressing & grouting as per direction of Engineer-in-charge

Steel reinforcement works in structure work using HYSD (uncoated reinforcement bars of Fe-500 gr.) as per approved Drawing & Technical Specifications and Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision). as per direction of the Engineer-in-charge.

R.C.C. M-30 grade in Superstructure Deck Slab as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-25 grade in foundation as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

R.C.C. M-25 grade in wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision). complete as per technical specification and direction of Engineer-in-Charge.

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surfaces is not less than 100° C ,protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 515. as per direction of Engineer-in-Charge.

Providing Primer Coat with slow setting bitumen emulsion on prepared granular surface, spreading @ 0.60kg / sqm using mechanical means including cost, conveyance of of bitumen emulsion & cost of all labour, machinery etc complete as & cost of all labour, machinery etc complete as per Technical Specifications and Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

Providing and Applying Tack coat with rapid setting bitumen emulsion @ 0.20 kg of bitumen per sqm. on the prepared bituminous/ granular surface including scraping and cleaning the road surface as per clause 503 of MoRT&H specification for Road & Bridge works , including hire and running charges of all machineries, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.

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 specification clause No. 509 complete in all respects as per technical specification and direction of Engineer-in-Charge.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. as per technical specification and direction of Engineer-in-Charge.

Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer.

Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision). as per technical specification and direction of Engineer-in-Charge.

P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision). complete and as per direction of Engineer-in-Charge.

Painting on Finished wall surface with two coats of Enamel Paint of approved shed including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge

Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge.

Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.

Grounting approns and revetments 23cm deep with cement concrete (1:4:8) as per approved drawing and specifications for finished item of work complete as per technical specification and direction of Engineer-in-Charge.

Constrution of embankment with approved materials obtained from borrow pit with all lifts lead transporting by mechanical means within a lead of 5 Km spreading grading to required slope of compacting to meet requirement of take 300-2 & clause 305 of MoRT&H Specification for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

Providing and laying of Filter media with granular materials/stone crushed aggregates to a thickness 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 and return wall to the full height compacted to a firm condition complete as per drawing & as per clause 2200, 2504.2.2. of technical specifications for Road & Bridge works MoRTH Specifications for Road & Bridge works as per technical specification and direction of Engineer-in-Charge.

Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and Clause -2706 of MoRT&H Specifications for Road & Bridge works as per technical specification and direction of Engineer-in-Charge.

Back filling behind abutment, wing wall and return wall with sand / granular matrials complete as per drawing & Tehcnical Specifications for Road & Bridge works as per technical specification and direction of Engineer-in-Charge.

Clearing and grubbing road land including uprooting rank vegetation, grass,bushes, shrubs, saplings and tree girth upto 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 meters including removal and disposal of top organic Soil notexceeding 150mm in thickness as per clause 201 of MORT&H Spesifications for Road & Bridge works including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.

Loosening, leveling 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 Table 300-2 for embankment construction.

Construction of embankment with approved material deposited at site from road way cutting and axcavation from drain and foundation of other structures graded and compacted including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -305 of MoRT&H Specifications for Road & Bridge workscomplete as per technical specification and direction of Engineer-in-Charge.

Providing GSB Gr-vi materials, spreading in uniform layers with motor grader, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause - 401 of MoRT&H Specifications for Road & Bridge works including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.

Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works, including cost, conveyance, royalty and taxes of all materials, all labour with T&P required for the work etc. complete as per technical specification and direction of Engineer-in-Charge.

Providing Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

Providing & laying Semi Dence Bituminous Concrete of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen, preparing preemixed materials with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per clauses 501, 503 and 508 of MoRT&H Specifications for Road & Bridge works complete as per technical specification and direction of Engineer-in-Charge.

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm, thickness of 2.5mm 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 Technical Specifications and Section- 800, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge.

Providing, fixing retro-reflectorised, cautionary, mandatory & informatory sign as per IRC-67 made of high intensity gr. aluminium sheeting 1.5mm thick supported on MS circular pipe 65 NB firmly fixed to the ground by means of PCC M25 grade foundation of 45cm x 45cm x 60cm, 60cm below ground level as per drawing and Clause 801 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge. 90cm Equilateral

60 cm Circular

80 cm x 60 cm Rectangular

90 cm High Octagon

Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments 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 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works etc. complete as per technical specification and direction of Engineer-in-Charge.

Supplying and fixing 15cm dia 1.00m long Guard posts of R.C.C.m-15 using 7.5Kg of steel for each guard post with 12mm size Black hard granite stone chips including cost of all renforcement & materials centering & shuttering & watering curing etc. complete. complete as per technical specification and direction of Engineer-in-Charge.

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