Strengthening of Jagdishpur Shukul Bazar Road (ODR) Km 0 to 18

Amount

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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density with bitumenus Emulssion SS 3.5% and OPC cement@ 1% by wet of mix.

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg. Per Sqm. On the prepared bitumesious/granular surface.

Providing and laying dense graded bituminous macadam 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 binder, @ 4.5 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrosatatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compation as per MoRT& H Specifications Clause 507 complete in all respects.

Providing and applying tack coat with Bitumen V.G._10 using Bitumin pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom .

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 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

Earth Work in ordinary soil in makin patries on either side of the road earthwork in patries to be done in 20 cm layer including ramming and dressing the surface to required lavel and true to patri template with side slope of 1:2. (Mechanically Compacted)

HUME PIPE CULVERT- Excavation in foundation in ordinary soil including lift 1.5mt and lead up to 30M and including filling, filling, watering, ramming of excavation earth and also complete with all respect.

Concrete with 4cm gauge brick ballast Coarse sand and cement in proportion (10:5:1) in foundation and under pipes including supply of all material, labour T&P etc. required for propr completion of the work as per S.L. 274

150 Class B/W in (1:4) cement and fine sand 1.25 finess modelus in error in foundation and plinth including supply of all materials, labour T&P etc. complete as per S.L.No. 305

Supply of 900 mm dia NP3 Hume Pipe and its coller including cartage etc. complete.

Layaing of 900mm dia NP3 Hume Pipe in proper posistion and joining them with coller and filling of jute and cement mortar in 1:2 cement and sand complete.

Rulled Pointing with cement mortal (1:2) consisting one part of cement and two part of fine sand including supply of all materials, labour T&P etc complete as per S.L.No. 574

Making coping at the top end of parapet of culvert in 1:2:4 Cement and C. sand and stone grit as cost of cement concrete indoor sills shoukhat, boundary parts etc. as per S.L.No. 279(1b)

Providing & Laying of Brick bats upto Half depth arround pipes as per Sl. No.-2 Material & S.L.- 255

R.C.C. DRAIN- Excavation in foundation in ordinary soil, loame, clay or sand including lift upto 1.50 in & lead upto 30 m Including filling watering & ramming of excavated earth into the trenches or upto the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30 m from the foundation trenches.S.I. 251

Cement concrete with 2 cm gauge stone gritt. Approved coarse sand and cement in the proportion of 6:3:1 insluding supply of all materials labour and T&P etc. required for poper completion of the work. S.I. 280

Providing plain/ Reinforced Cement Concrete in U-Tpye Drain as per Drawing and Technical Specifications S.I. 283 (1:2:4 with cement corse sand and 20mm size stone grit)

Mild steel or iron in plain work such as reinforeed concretc or reinforeed brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of ass steel and wastage and over lapping & hooks. S.I. 504