Widening/Strengthing of (Bhinga By Pass) Hariharpur Rani Pandeypur Ekauna Road (ODR) Km. 6 To 16(600) in Distt Shrawasti (In Anticipation)

Amount

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.

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 1000mr MORTH specification clause No. 301

Construction of granular sub-base by providing coars graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive the desired density, complete as per MORTH specification clause No. 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 MORTH specification clause No 406.

Stab. 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.MORTH specification clause No. 406.

Providing and applying tack coat with V.G. !0 bitumen using pressure distributor at the rate of 0.30 kg per sqm on prepared bituminous surface treated with primerMORTH specification clause No. 5.3.

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.

Cement Concrete Pavement-Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, of Kabrai Quarry mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days including Trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per directions of Engineer-In-charge to meet Tenchinal specifications.

Dismantling brick work or stone work in lime or cement mortor and including stacking of materials as directed by Engineer in charge with in a distance 60mt(200feet) Old brick soling

Dismantling brick work or stone work in lime or cement mortor and including stacking of materials as directed by Engineer in charge with in a distance 60mt(200feet) (Culvert Brick work)

Brick soling with straight over burnt bricks laid on edge and (labour only) including preparation camber filing,jointswith local earth spreading blinding coat,1CM(3/4") depth of local earthover the entire surface & including labour and T&P etc. required for proper completion otf the work 100sqf preparation sub gade.(40% use brick soling)

Concrete with 4 cm. (1½") gauge brick ballast, fine local sand of 1.25 fineness modulus and cement in proportion of 8:4:1, in foundations and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH specification clause No 1700&2200

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:2:4(1Cement: 6.0 aggregate) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150 S.I. No.-281.(Drain work)

Same as above item but in proportion 1:1½:3 (1 cement : 1½ coarse sand : 3 stone grit) As bearing Coat SI. No. 279

Providing & laying of filter media underneath pitching of slope with including supply of all material labour T&P etc. MORD S.No. 14.6

Providing laying and jointing of 900mm NP3 Hume pipe and coller complete with all labour materials and T&P etc required for placing pipes and coller in position, filling caulking spaces with bitumen impregnated coir as per direction of Engineer.

Class-150 brick work in 1:4 Cement and Coarse sand of 1.25 fineness modulous mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Pointing with cement mortar (1:2 ) on brick work in substructure as per Technical Specifications MORTH specification clause No 1300&2200

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications MORTH specification clause No 1300&2200

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Sand filling in plinth including supply of necessary sand from a distance not exceeding 8 KM,(5 miles) from the site of the work and including watering, ramming, consolaiting and dressing etc.rate to include cost of all materials,labours and T & P etc required for proper completion of the work.

Providing and Laying of hot applied thermoplastic compound 2.5mm thick including refectorising 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.- Ref:MoRTH-805(8.15)

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 levelled. Uniform and free from streaks and holes. (Zebra Crossing) Ref:MoRTH-805(8.15)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing (Intersection board)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. SPEED LIMIT

Marking of Thermoplastic bars (as per approved drawing) of width 300 mm to be set apart by 1000 mm across full width of carriageway by providing and laying of hot applied thermoplastic compound 10.0 mm thick including reflectorising glass beads @ 1500 gms per sqm area, thickness of 10.0 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. Repated Bar Making

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. HAZARD MARKER

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x90 cm, 60 cm below ground lvel as per approved drawing Stop Sign

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. Place Indicator

SHIV CONSTRUCTION

M/s Alok Construction

M/s Srijan Cosntruction