WIDENING AND STRENGTHENING OF REST PORTION LALGANJ GAIPURA RAMPURGHAT ROAD -ODR- IN DISTRICT MIRZAPUR

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. :- Excavation for roadwork in soil with hydraulic excavator 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 1000m

Construction of Embankment with Material deposited from Roadway Cutting:- 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

Construction of Embankment with Material obtained from road side without lead) :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 (without lead) (Data Book Sr. No. 3.16) material obtained from right way.

G.S.B. 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. (Three layer widening)

Providing, laying spreading and compacting well graded stone aggregates as wet mix macadam specification including premixing the material at OMC in mechanical WMM mixing plant, carriage of mixed material by tipper to site and laying with paver in base course on well prepared surface, compacting with vibratory roller to achieve the desired density. Including cost of material, T&P, labour and all taxes etc. for proper completion of the work. Complete work as per MORT&H specification No. 406.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including 3.50% Emulsion and 1% Cement 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.

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.35 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Dense Graded Bituminous Macadam 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 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. 507 complete in all respects. (Grade-II)

Providing and applying tack coat with medium setting bitumen emulsion using Bitumen pressure dristributor @ 0.35 kg. per sqm. on the prepared bituminous surface As per MORT&H Clause 503

Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne 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 MoRT&H specifications Clause 509 complete in all respects.

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement to Table 300-2 (without lead) (patri work)

Earth Work in excavation for struction as per drawing & technical specification claus 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious matter, dressing of sides & bottom, backfilling the exavated earth to the required extent and ultising the ramaining earth localty for raod work (as per MORD-302(i) SI 3.5)

Cement Concrete with 2 cm, gauge approved stone ballast, approve coarse sand and and cement in the proportion of 6:3:1 including supply of all materials, labour and T&P etc required for proper completion of the work.

Plain cement concret in foundation in 1:2:4 with cement local coarse sand and 40 mm gauge SB including all taxes royality and including supply of all material, labour T&P etc. required for proper completion of work as per direction of E/I.

R.C.R. stone masonry in 1:3 cement and coarse sand mortar in foundation up to plinth including all cost of material, labour T&P etc. required for proper completion of the work as per direction of E/I.

R.C.R. stone masonry in 1:3 cement and coarse sand mortar in foundation up to plinth including all cost of material, labour T&P etc. required for proper completion of the work as per direction of E/I. But in super structure

R.C.C. in 1:2:4 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes, royality but excluding cost of steel including supply of all material, labour, T&P and etc. required for proper completion of the work as per direction of E/I.

R.C.C. in 1:1.5:3 with one part of cement 1.50 part coarse sand and 3 part of 20 mm gauge hard stone grit in slab and bed block including all taxes, royality but excluding cost of steel including supply of all material, labour, T&P and etc. required for proper completion of the work as per direction of E/I.

RCC M-40 Grade

M.S. iron work such as in reinforced concrete work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. As per SI No 504 as per direction of E/I.

Providing and laying 10 cm dia PVC pipe in weep holes including supply of all materials, labour, T&P etc. Complete of work.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications

Filling of Earth on the side of trenches and diversion during construction of HP

Supply of 350 mm dia NP3 Hume pipe7.5 m length and 2 Nos collar for one culvert with collar

Supply of 600 mm dia NP3 Hume pipe7.5 m length and 2 Nos collar for one culvert with collar

Supply of 1000 mm dia NP3 Hume pipe7.5 m length and 2 Nos collar for one culvert with collar

Laying of 350 mm dia NP3 Hume pipe

Laying of 600 mm dia NP3 Hume pipe

Laying of 1000 mm dia NP3 Hume pipe

R.C.R. stone masonary in 1:4 Cement chopan coarse sand mortor including all labour T&P and material etc.all complete.

Struck cement pointing with 1:2 cement and sand of 1.25 F.M. Mortar with coloring materials to match the brick work colour including supply of all materials labour tools and plants etc required for proper completion of work. SI No. 578

2 cm (3/4") thick cement plaster in dado or skiring in 1:2 consisting of one part of cement and 2 part of approved coarse sand laid in panels, finished with 3mm (1/87 floating coat of near cement or sam cement and marble dust in ratio of 5:1 including supply of all materials labour and T&P etc required for proper completion. SI No.597

ASHTBHUJA CONSTRUCTION

Bansal Highway Infratech Pvt Ltd

RCC Developers ltd.