WIDENING AND STRENGTHENING OF MOTH SAMTHAR PANDOKHAR INDARGADH ROAD (ODR) IN KM. 1 TO 20(100)

Amount

Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per Technical Specification Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 ( Excluding G.S.T.)

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 ( Excluding G.S.T.)

Earth work in excavation in black cotton soil including upto 1.5m lift and 30m lead,and I/C filling, watering & ramming the excavated earth as Directed by Engineer - in - charge for Trench cutting. ( Excluding G.S.T.)

Recycling Asphalt and granuler pavement (With 2% Lime & 3.5% Emulsion) by cold milling using truck mounted/ self propelled cement / lime spreader. The cement lime spreader shall having variable working width with microprocessor controlled spray rate through augers and celluler wheels also mixing with cement and bitumen emulsion in situ pulverized/Stablize using four wheeled drive recycler. The reclycler shall have working depth up to 50 cm with motor grader compacting with vibratory roller to achieve desired indirect tensile strength to form a layer of base as per specification. ( Excluding G.S.T.)

Construction of granular sub-base by providing coarse 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 ( Excluding G.S.T.)

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. ( Excluding G.S.T.)

Providing, laying and spreading of graded stone aggregate (WMM- Stablized) after mixing with water at OMC in mechanical mix plant coarriage of mixed material by tipper to site, laying with 1% OPC cement and 3.5% Emulsinon in uniform single layer on sub base/subgrade and compactiong with the road roller to achive the desire density.

Providing and applying tack coat with Bitumen (V.G.-10 Gr.) using Bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface ( treated with Primer) cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Excluding G.S.T.)

Providing and laying bituminous concrete with 100 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 VG-30 @ 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. 5.8 SI No. 509 complete in all respects.( Excluding G.S.T.)

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. ( Excluding G.S.T.)

Earthwork in excavation in BC soil for structures as per drawing & technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter , dressing of sides & bottom, backfilling the excavated earth to the required extent and utilising the remaining earth locally for roadwork. ( Excluding G.S.T.)

Stone Dust filling in plinth including supply of necessary quantity of dust , watering, dressing, labour and T&O etc. required for proper completion of the work (rate including Royality).( Excluding G.S.T.)

Cement Concrete with 4 cm (1.5'') gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all material, labour and T&P etc. Required for proper completion of the work. ( Excluding G.S.T.)

Mild steel or Iron work in plain work such as reinforced concrete or reinforced 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 all steel and wastage & overlapping & hooks. ( Excluding G.S.T.)

M25 Grade R.C.C. Work with cement approved coarse sand and 2 cm.(3/4'') gauge approved stone ballast in the proportion of 1:1.5:3 in the lighter beams, i.e. Having span above 6 m (20') excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centring and shuttering etc. and also including cost of all materials, labour, and T&P etc. required for proper completion of the work. Binding wire cost being included in the item. ( Excluding G.S.T.)

Supply & fixing of 110 mm dia PVC pipe complete with rose head bends MS clamps 2.5 cm X 3 mm fixed to walls by 15 cm long 6 mm dia nail and including repair of plaster pointing etc. If damaged during fixed to the pipes including cost of all material, labour, tools and plant etc. required for proper completion of work. ( Excluding G.S.T.)

Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand) for 1000 mm dia NP3 Hume Pipe ( Excluding G.S.T.)

Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand) for 600 mm dia NP3 Hume Pipe ( Excluding G.S.T.)

Providing & Laying reinforced concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (1 cement : 2 coarse sand) for 350 mm dia NP3 Hume Pipe ( Excluding G.S.T.)

Stone masonary (RCR) work in cement mortar 1:4 for substructure complete as per drawing and Technical Specifications.( Excluding G.S.T.)

Brick Masonary work in Cement Mortar 1:3(C:CS) in foundation complete. ( Excluding G.S.T.)

Providing concrete(1:2:4) Nominal Mix(Hand Mixed) for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( Excluding G.S.T.)

Raised pointing 1:3 cement and sand mortar required for proper completion of work. ( Excluding G.S.T.)

Plastering with cement mortar in 1:4, 15mm thick on brick work in substructure as per technical specification clause 613.4, 1204. ( Excluding G.S.T.)

Dewatering during the construction of work

Tomar Construction And Suppliars