Widening and strengthening work of Sihorghat Thareru Kareru Sarangapur Road (O.D.R.) from Km. 4.550 to 14.950 (length 10.400 Km) in Ayodhya district.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportation to the embankment location within all lifts and lead upto 1000m

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.(SN 3.16)

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.(SN 3.17)

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 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

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.

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

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 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 laying bituminous concrete 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 [email protected] per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finesher with senser control to the required grade,level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the disiered compaction as per MoRT&H specifications clause 509 complete in all respects . As per Direction of E/I.

Earth-work Excavation in trenches for foundations pipes, cable etc,(Loan clay or sand) including lift upto 1.5m lead upto 50m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within ahead of 30m.Sl no 251

Providing and laying P.C.C M-15 grade Cement concrete Stone aggregate 40mm nominal size) and curing complete,including cost fo formwork in foundation and floors.

Class-150 brick work in 1:3 Cement and Coarse sand of mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Class-150 brick work in 1:3 Cement and Coarse sand of mortar in Sub Structure including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications.RCC Grade M30 using batching plant transit mixer & Concrete pump

Reinforced Cement Concrete in Sub Structure complete as per Drawing and Technical Specifications.RCC Grade M20 using batching plant transit mixer & Concrete pump

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.

Supplying and laying one layer of tar felt or any other equivalent approved material at the junction of wall and roof of any place an roof as per direction of E/I including necessaryoverlap, giving a coat of approved mastic paint belowthe Tar felt and including supply of all materials , labour and tools and plants etc.Required for propercompletion of work fix as per standard.

Supply and fixing of 110cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Struck Pointing on brick work with cement mortar 1:3 (1Cement :3 sand)

Back filling behind abutment, wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification.

E/W In embankment in ordinary soil for Cushion

Providing and laying of 900 mm NP -3 Hume pipe i/c cartage

Providing and laying of 600 mm NP -3 Hume pipe i/c cartage

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.

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.

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].