Widening/Strengthing of Nanpara- Shankarpur-Lalpur-Huzoorpur Road (ODR) Km. 58 To 64 in Distt Shrawasti

Amount

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 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, 5 Km. Cartage earth

Excavation for roadwork in soil with hydralic excavator including cutting and loading in tippers,trimming bottom and side slopes, in accordance with requirments of lines,grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m.MoRT&H Sefication 305

Granular Sub-base (Grading-I) By Mix in Place Method- 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 clause 401 and table 400-1 of MORTH specification complete in all respects.

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. as per M.O.R.T.&H. specification clause 406 complete in all respects with Haldawani/Kabrai quarry

WMM + 1% OPC + 3.50% Bitumen Emulsion SS (ETA) Providing, laying, spreading graded stone aggregate of Kabrai Qaurry 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 base course on well prepared surface and compacting with vibratory roller to achieve the desired density. with Haldawani/Kabrai quarry

Providing and applying tack coat with bitumen (V.G.-10) using pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen surfacer.

Bituminous Concrete-II 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 Kabrai Quarry 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. with Haldawani/Kabrai quarry

Earth work in patri in ordinary soil for Excavation to be done in form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30 m lead. The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30m distance or as directed by E/I complete as S.I. No. 253.

Brick work with 150 class brick and 1:4 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no.305 (b)

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

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)

Excavation in foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5 metre (5 fts.) and lead upto 30 m. (100 fts) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and trench(300 MORD Spec)

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.(S.I.No-275)

Mild steel and iron in plain work such as reinforced concrete or reinforced brick work (when not icluded in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over laping & hooks S.I. 504

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.-282

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(8.13)

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 Ref:MoRTH-801,8.4(vii)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810 S.I MORTH-813(8.23)

Providing and Fixing of Km Stone Reinforced cement concrete M15 Grade Kilometer stone of standard design as per IRC:8-1980, fixing in posion including painting and printing etc.

Providing and Fixing of Hecto meter, Stone Reinforced cement concrete M15 Grade Kilometer stone of standard design as per IRC:8-1980, fixing in posion including painting and printing etc.

SHIV CONSTRUCTION

M/s Vishal Construction