M/o Roads (C/o approach road to Hindon Pusta at 24.00m wide road Sector-63A Near Hanuman Temple Bahlolpur), Noida

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable per direction of Engineer - in- charge.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water bound macadam road

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift up to 1.5 m, disposed earth to be bevelled and neatly dressed.: The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone calbe, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer - in-Charge.Allkinds of soil.

Earth work in embankment in ordinary soil embankment to be in 20 cm layer including ramming,Dressing the surface to required levels with half tonne steel or wooden rammer androlling every third and top most layer in roller 8 to 10 tonne capacirty and inbcluding 1.5 mtyr lift and all lead (earth shall be bought from a place which including cartage of earth by mechanically transport and t&p labour etc. rfequired for propper completion earth shall be arranged by the contractor at his own cost.

Cement Concrete with 4 cm gauge approved stone ballast ,coarse sand & cement in the proportion of 8:41 including supply of all materials, labour, tools & plants etc. Required for proper completion of the work.

M-150 Brick Work in 1:4 one cement four coarse sand of 2.20 F M Mortar in foundation and plinth including supply of all materials, labour and T&P eyc. Requaried for proper completion of work.

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction oF the Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately All works above plinth level upto floor V level.

Steel reinforcement for R.C.C.work in including straightening cutting bending, placing in position and binding all complete upto plinth level.: Cod twisted bars.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres

Construction of granular sub-base by providing close graded Material ,spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with front end loader at OMC ,and compacting with vibratory roller to achieve the desired,complets as per clause 401.

Providing and laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in Mechanical mix plant carrage of mixed material bu tipper to site,laying in uniform layer with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat With SS1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg\sqm using mechanical means.

Providing and applying tack coat using hot straight run bitumen of grade VG - 10,including heating the bitumen, spraying the bitumen with mechanically operatedspray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On bituminous surface @ 0.50 Kg / sqm

Providing and laying Dense Graded Bituminous Macadam with higher capacity batch type HMP 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 towork site,laying with a hydrostatic paver finisher with senor control to the required grade,level and alingment,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no.505 complete in all respects.

Providing and laying Bituminous Concrete with higher capacity batch type HMP using crushed aggregates of specified grading ,premixed with bituminous binder @5.4 per cent by weight of total mix and filler ,transporting the hot mix to work site,laying with a hydrostatic paver finisher with senor control to the required grade,level and alingment,rolling with smooth wheeled ,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause no.507 complete in all respects.

Providing and laying cement concrete in retaining walls, return walls, walls (anythickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

12 mm cement plaster of mix : 1:4 (1 Cement : 4 Coarse sand)

Neat Cement Punning

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern

Steel work welded in built up sections/ framed work, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .

Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work