Construction of 4 lane road and allied works at Infopark phase II

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of waste materials within Infopark Phase II - By Manual Means

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material within Infopark Phase II and earth filling in the depression/pit. Girth from 300 mm to 600 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material within Infopark Phase IIand earth filling in the depression/pit. Girth from 600 mm to 900 mm

Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material within Infopark Phase II and earth filling in the depression/pit. Girth from 900 mm to 1800 mm

Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in Infopark Phase II as per direction of Engineer -in-Charge.

Dismantling of flexible pavements and disposal of dismantled materials within Infopark Phase II , stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth within road allignment/Phase II campus at all levels,disposed earth to be levelled and neatly dressed.All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth within Infopark Phase II , disposed earth to be levelled and neatly dressed.Hard rock (blasting prohibited,chemical method only if required)

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, , including getting out the excavated soil and disposal of surplus excavated soil within Infopark Phase II as directed.disposed earth to be levelled and neatly dressed. All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, with all lead and lift.

Construction of embankments with earth available at Infopark Phase II including loading, transportation, unloading at site, spreading, filling within the alignment, spreading in layers, breaking of clods,dressing to desired slope & level etc .(Note: Initial filling before driving PVD/landscape areas, Quantity of earth measured at site will be reduced 20% for making payment.)

Construction of embankments with approved contractors own good quality red earth including loading, transportation, unloading at site, spreading, filling within the alignment, spreading in layers, breaking of clods, , dressing to desired slope & level etc.(Note: Initial filling before driving PVD/landscape areas, Quantity of earth measured at site will be reduced 20% for making payment.)

Construction of embankment with earth available at Infopark Phase II with all lifts and leads, transporting to the site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of embankment with approved contractors own good quality red earth 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.

Providing and installating PVD band drain of approved make ,100 mm wide and 5mm thick at 0.9 m spacing in triangular pattern at specified locations ,in specified depth as shown on drawings and Technical Specification including all necessary mobilization& demobilization of equipement,arrangement , fixtures, instrumentation for consolidation measurements, gauges etc complete" and as directed by Engineer

Providing and laying drainage blanket layer using 20 mm coarse aggregates, confirming to IS 383, compacted to required thickness to facilitate drainage, etc complete as per technical specifications, drawings, and as directed by the Engineer.

Providing and laying of non woven geo textile of approved make between drainage blanket and loading material in required size and shape with at least 1 m overlap between two sheets as per specification and as shown in drawing and as directed by the Engineer.

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 in Infopark Phase II.

Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-II - Plant Mix Method

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.

Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

Dense Graded Bituminous Macadam :- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 4.0 to 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. 505 complete in all respects.(To be layed in 2 layer)

Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 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. 507 complete in all respectsGrading - II (13.2 mm Nominal Size)

Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of concrete, shoe etc and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):500 mm dia piles

Chipping carefully cut off portion of piles as required without any damage to the piles and dressing the top and disposal of debris within Infopark Phase II with out any extra cost as directed including the cost of all tools, plants, conveyance, all labour, lead and lift required etc complete all as directed .

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete for pile cap, base slab, plinth beam,columns, retaining wall, and culvert excluding the cost of centering, shuttering, finishing and reinforcement . All work up to finished road level other than side walls of drain/cable/utility trench:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

Reinforced cement concrete work in walls (any thickness), including Retaining walls, columns, pillars, piers, abutments, posts, kerb and struts etc. above finished road level but including side walls of drain/cable/utility trenches, excluding cost of centering, shuttering, finishing and reinforcement, 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

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

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

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

Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and catilevers

Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand (Zone III): 3 graded stone aggregate 20 mm nominal size)

Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)

Steel reinforcement for all R.C.C work including straightening, cutting, bending, placing in position and binding all complete Thermo - Mechanically Treated bars of grade Fe-500D or more

Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for all works in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocksin 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 inrequired colour & pattern over 50mm thick compacted bed of sand, compacting andproper embedding/laying of inter locking paver blocks into the sand bedding layerthrough vibratory compaction by using plate vibrator, filling the joints with sand andcutting of paver blocks as per required size and pattern, finishing and sweepingextra 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.

Providing and laying 50 mm or nearest thick Bangalore stone of size 1.2m x 0.6m or above , design & shape, laid in required color and pattern over and including 6mm thick compacted bed of coarse sand, filling the joints with fine sand, etc. all complete as per the direction of Engineer-in-charge.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete at all levels.Hot finished welded type tubes

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete at all levels.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required at all levels.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

Finishing with Ultima protek surface paint system (or approved equivalent) for exteriors including Duralife base coat Primer (or approved equivalent) as per manufacturers specifications. :Two or more coats of Ultima Protek surface paint applied on walls including two coats of primer applied after preparation of the wall by applying crack filling wherever needed all complete at all levels as per direction of Engineer-in- charge of approved colour. The rate including the cost of scaffolding wherever required at all levels. On plain walls

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes includingcollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2(1 cement : 2 fine sand) including testing of joints etc. complete. 450 mm dia RCC pipes. (Laying by mannual/machenical means).

Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes includingcollars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2(1 cement : 2 fine sand) including testing of joints etc. complete.1200 mm dia RCC pipes. (Laying by mannual/machenical means).

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia PVC pipe 6kgf/cm2, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications

Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2

Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2

Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector.

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangle

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.75 cm circular

Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads on bituminous surface @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glas beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Supply, Installation, testing and commissioning of 8mtr Hot dip galvanized street light octagonal pole having GI coating, pole dia size 70mm- 130mm, pole thickness minimum 3mm, pole should have provision for door open and close for palcing control MCB, Base plate shall minimum size of 225mmX225mmX16mm, 1.5Mtr length Single arm. Scope include supply of 200W LED Luminaires with die-cast aluminium polycarbonate diffuser, Efficiency - minimum 110Lm/watts, IP 65/66 protection, Surge protector of minimum 5KV, internal loop cable to the light fixture, control MCB for each pole along with and with all accessories including foundation bolts . Individual pole double earthing using 40mm G.I pipes and SWG of suitable size. Pole to be fixed directly on the surface of earth in the civil foundation. Minimum 3 Year Manufacturer warranty for the Light fixtures. Approved Makes :Wipro/Philips/Bajaj/Havells/Crompton

Supply, laying, testing and commissioing of PVC sheathed Armoured Aluminium conductor cable of 1100V grade -- 4C X10 Sqmm Al armoured cable. Cable shall laid in the existing built in trenches/ tray/ buried/through compund walls with proper clamping at intervals as per the rules. scope of works include laying of cables in the hume pipes/ road crossing treches, excavated trenches, removal and repositioing of cover slabs of built in trench. Cables : Polycab/ Torrent/V-guard/Havells

Supply, laying, testing and commissioning of PVC sheathed Armoured Aluminium conductor cable of 1100V grade -- 3.5C X 50 Sqmm Al armoured cable. Cable shall laid in the existing built in trenches/ tray/ buried/through compound walls with proper clamping at intervals as per the rules. scope of works include laying of cables in the hume pipes/ road crossing trenches, excavated trenches, removal and repositioning of cover slabs of built in trench.Cables : Polycab/ Torrent/V-guard/Havells

Supply, installation, testing and commissioing of outdoor double door floor mounted type feeder pillar with 63/40A FP MCCB with in built over current protection as incomer, 4 Nos 32A TP MCB as outgoings, with overvoltage/under voltage relays, Ammeter and voltmeter in the incomer, RYB indication lamp,neutral link, earth bar, rain guard, double earting of feeder pillar using pipes, civil foundation all other related works.

Supply and providing cable termination with AL cable lugs,double compression brass cable glands, tapping, crimping and gland earthing of 4C X10 Sqmm Al armoured cable

Supply and providing cable termination with AL cable lugs,double compression brass cable glands, tapping, crimping and gland earthing of 3.5C X50 Sqmm Al armoured cable.

Cheerans Structurals

DEENS GROUP