Widening and strengthening work from NH-27 to Ayodhya main road (Rampath) via Ramghat Digambar Akhara in Ayodhya district (length 2.00 km).

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. Prestressed / RCC grade M-20 & 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. Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.( Granular courses)

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.( Bituminous courses)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Excavation for roadwork in soil with hydraulic excavator 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

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.

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.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

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.

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and laying dense graded bituminous macadam Grading-II with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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 specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete Grading-II with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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

Providing and laying of 80 MM thick rubber moulded reflective zigzag shape interlocking tiles of precast compressive strength not less then M-30 in grey and red colour on prepared base by using local Sand for levelling and joint filled by sand includng all cost of labour and material etc required for proper completion of work.( Reusing)

Supply & fixing of 9 mtr C.I Octagonal Victorian Pole with C.I base antique copper outer colour of approved make (top dia 70mm, Bottom dia 155 mm and base plate 12mm thick) having 3mm thickess with Double arm bracket (1 Mtr length each) with 120-120 watt, LED Street Light having color temperature of 3000 Kelvin (Warm White) and including cost of RCC foundation, earthing of electrical pole, autometic control panel and 16sqmm cable and all etc complete for enersise of victoran pole light, foundation bolts, excavation & back filling and Required T&P complete in all respect .

Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

RCC Grade M20 in Open Foundation complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

PCC Grade M20 in Open Foundation complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

Providing and fixing MS angle Placing 1 rows on either side of Electric duct MS Angle size 65mmx65mmx6mm

Providing and laying of 350mm Hume pipe i/c vat and cartage.

PCC M-15 in Open Foundation complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

RCC Grade M30 in Open Foundation complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

RCC Grade M30 in Superstructure complete as per Drawing and Technical Specifications using batching plant transit mixer & manual placing.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing and laying boulder appron on river bed for protection aginst scour with stone boulder weight nt less than 40.00 kg each complete as per drawing and tech. specification

Providing and laying weep holes in stone masonry abutment , wing wall, retaining wall with 10 cm dia PVC pipe entering through the full with of the surface with slope of 1 (V) :20(H) ( including S/O all materials , labour T&P and etc. required for proper completion of work as per direction of E/I.

Supply & Fixing of M.S. Pipe Railing having weight 30kg per running meter as per enclosed (approved) drawing including fabrication of M.S. Railing cutting and digging of hole at site by grinder, hilty, generator for grouting, fixing of Railing by plain cement concrete M-20 grade including leveling and proper alignment of railing by skilled Mistry and all labour and painting with one coat of surface (Primer) of approved quality and Auto Paint 2 coat of Asian Paint (ASPA) mixed with approved quality hardener as per approved drawing and design, including all labour ,material T&P etc complete .

Providing and laying of hot applied thermoplastic compound 2.50 mm thick in 100mm widh including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.50 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.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 4 mm thick supported on a mild steel angle iron post 35 mm x 35 mm x 3 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.

Supply & erection of built up overhead structure 12.00M Span comprising of two vertical posts of 6.00 M high made up of 350 m N.B. Class M.S. Pipe as vertical member welded with 12mm thick M.S. Plate 900x900mm at bottom & 10 mm thick 750x750mm at top for bearing of horizontal frame comprising of 50mm N.B. made class main pipe as of 32mm Class medium N.B. Pipe bearing as per approved designed paint complete the works i/c construction of RCC foundation of size 900x900mm & 1.5M deep for built up overhead structure i/c earth work in excavation 100mm thick lean concrete in 1:4:8 cement coarse sand and 20mm stone grit, i/c supply & grouting of 32mm dia foundation bolts (600mm long) of Engineer in charge.

Supply fixing & erection of built up cantilever structure 6.00M Span comprising of one vertical posts of 6.00 M high made up of 300 mm N.B. havi Class M.S. Pipe as vertical member welded with 10mm thick M.S. Plate at top & 12mm plate at bottom. the horizontal truss shall comprise of 50mm dia havy class M.S. pipe and 40mm dia heavy M.S. pipe as bracing & 10 mm M.S. plate bottom for fixing to vertical post as per structure desing & drawing with one of sttel primer and two coats of synthetic enamel plant. the work i/c construction of RCC foundation of size 90Mx90M of required depth as per site condition for built up structure i/c earth work in excavation 100 mm thick lean concrete in 1:4:8 cement sand and 40mm gauge stone ballast. RCC withand 1:2:4 cement coarse sand and 20mm stone grit i/c supply and fixing of 25mm dia foundation bolts 600 mm long as per provision of structure design i/c cost of renforcement & shuttering. as per direction of Engineer in charge.

Supply and fixing rectro reflective sign board made up with 4mm thick aluminium composite panel (ACP) face full coverd with high intesity prismatic retro reflective sheeting of approved specification as per M.O.R.T & H having approved message fully processed on by pressure sensitve equipment banc of ACP with frame of 35x35x4mm angle iron all round and cross with proper clamping arrangement to be fixed in structure. the back of the ACP sheet shall be enamel coated. as per direction of Engineer in charge.

REPEATED BAR Providing and laying of hot applied thermoplastic compound 5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 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.

Supply and fixing of reflective raise the pavement marker with its body surface made of tough a S a acrylic styrene Acrylonitrile) or HIPS ( Hi- impact Polystyrene)or acrylonitrile butadiene styrene (ABS). The marker shall support a load of thousand three 35 KG tested in accordance with a STMD4280 and its reflective panels shall consist of number of lenses containing single or dual is a Matic cubes of providing total internal reflection of the light entering the lens face retro reflecting surface LB 35 plus or -5° to base and area of each retro reflecting surface shall not be less than 13 cm² Road states shall be legible with name trade mark or other means of identification of the manufacturer dimensions of road studs so it should not be less than 100mm x 100mm x 10mm-RPM with shank as per ASTM.

The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 1st year maintenance cost @ 0.00%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 2nd year maintenance cost @ 0.25%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 3rd year maintenance cost @ 0.50%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 4th year maintenance cost @ 0.75%.

The routine maintenance of above road work including earthen shoulder and bituminous pavement etc to the required standards and in the manner as defined in CB condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years. (Including cost of material, T&P, labour but excluding GST) for 5th year maintenance cost @ 1.0%.

Note : 1. Item for which no rate has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer : ITB Clause 13.2 and GCC Clause 43.3). 2- Unit rates shall be quoted by the bidder in Indian rupee [ITB Clause 14.1].