Widening and strengthening work of Post Office Road from Chainage 0.00 to Chainage 2.580 via Tedhi Bazaar Asharfi Bhawan in Ayodhya district.(length 2.580 km)

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)By Mechanical Means Cement Concrete Grade M-15 & M-20 as per MORT&H Spec. Clause 202 (ii A) (Sr. No. 2.04)

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)For dismantling of brickwork/ tiles/etc. By Mechanical Means as per MORT&H Spec. Clause 202 (II A) (Sr. No. 2.04)

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

Construction of embankment with approved material 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

Removal of unserviceable soil including excavation, loading and disposal upto 2 km lead but excluding replacement by suitable soil which shall be paid seperatelyas per clause 305

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 rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical 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 to 1.00 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

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

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 using batching plant transit mixer & manual placing

M.S. or Iron plain work such as RCC or RB work (when not included in over all rates) wrought to required shape as neccessary including bending for proper completion of the work.

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

Providing and laying of Stampe concrete in footpath and drain top including manual compaction, spreading of colour hardener, stamping the agreed pattern/Texture, groove cuting at 2.0 mtr intervals with diagonal cuts as agreed, curing with water for a period of 7 days, applying sealer as final finish.

Supply & Erection of of 7 mtr C.I Octagonal Victorian Pole having double arms with 90 watt Warm white LED Light Kelvin with C.I base antique copper outer colour of approved make (top dia 70mm, Bottom dia I55 mm and base plate I2mm thick) having 3mm thickness with Double arm bracket (1 Mtr length each) on RCC foundation excluding the cost of foundation, with all accessories and fittings,required T&P complete in all respect weight 115 kg.Kesslec/Neri/Rosa/Simes @ 30 Mtr C /C

Construction of foundation for Street light Pole

Construction of Mild steel Railing at footpath

Providing and fixing MS angle Placing 4 rows on either side of Electric duct MS Angle size 65mmx65mmx6mm

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 raised pavement marker with made of plastic body of RPM/Road stud shall be moulded form ASA (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].