Landscape for Airport Approach Road Phase I Civil and Hardscape Works

Amount

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 getting out and disposal of excavated earth lead upto 2 Km and lift upto 1.5 m, The rate includes cost and conveyance of all labour, lift etc. as per the direction of Engineer -in charge.

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 upto 2 Km.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge, All kinds of soil

Extra rates for quantities of earthwork, executed:In or under water and/or liquid mud, including pumping out water as required. The rate includes cost and conveyance of all labour ,Lead , lift etc. as per the direction of Engineer -in charge.

Filling available excavated earth (excluding rock) in Landscape Area, trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 2km and lift upto 1.5 m.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish outside the periphery of the area cleared.The rate includes cost and conveyance of all labour ,Lead , lift etc. as per the direction of Engineer -in charge.

Clearing grass and removal of the rubbish outside the periphery of the area cleared.The rate includes cost and conveyance of all labour ,Lead , lift etc. as per the direction of Engineer -in charge.

Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyond 30 cm girth upto and including 60 cm girth.The rate includes cost and conveyance of all labour ,Lead , lift etc. as per the direction of Engineer -in charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth.1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil, disposed earth to be levelled and neatly dressed lead up to 2km as directed by the Engineer-in-Charge.but for every additional lift of 1.5m to 3.00m or part there of. The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge. All kinds of soil.

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. and 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil, disposed earth to be levelled and neatly dressed lead up to 2km as directed by the Engineer-in-Charge.. but for every additional lift of 3m to 4.5m or part thereof.All kinds of soil.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge.

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. and 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil, disposed earth to be levelled and neatly dressed lead up to 2km as directed by the Engineer-in-Charge. but for every additional lift of 4.5m to 6m or part thereof. All kinds of soils.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge.

Earth work in excavation by means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth. and 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil, disposed earth to be levelled and neatly dressedlead up to 2km as directed by the Engineer-in-Charge. but for every additional lift of 4.5m to 6m or part thereof. Ordinary or hard Rock.The rate includes cost and conveyance of all labour , lift etc. as per the direction of Engineer -in charge.

Supplying And Filling Red earth (excluding rock) in Landscape Area ,trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,earth lead upto 2 Km and lift upto 1.5 m.The rate includes cost and conveyance of all Material, labour, lift etc. as per the direction of Engineer -in charge.

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 (zone-III) : 6 graded stone aggregate 20 mm nominal size). including cost and conveyance of all materials, labour charges etc. complete as directed by Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), including cost and conveyance of all materials, labour charges etc. complete as directed by Engineer-in-charge.

Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the P.C.C. under subsoil water with the quantity of P.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m, 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions including cost and conveyance of all labour charges etc. complete at all levels as directed by Engineer-in-charge

Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification all complete including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge

Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge including cost and conveyance of all labour charges etc. complete as directed by Engineer-in-charge

Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc including cost and conveyance of all labour charges etc. complete at all levels as directed by Engineer-in-charge

Extra for shuttering in circular work (20% of respective centering and shuttering items)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more, all complete including cost and conveyance of all materials, labour charges etc. complete at all levels as directed by Engineer-in-charge .

Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. (The above work shall be carriedout by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.) For fixing 8mm Dia bar with a hole dia of 10- 12 mm. (Excluding the cost of reinforcement )

Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. (The above work shall be carriedout by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.)For fixing 10mm Dia bar with a hole dia of 12- 14 mm. (Excluding the cost of reinforcement )

Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. (The above work shall be carriedout by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.)For fixing 16mm Dia bar with a hole dia of 20mm. (Excluding the cost of reinforcement )

Providing and supplying heavy duty injection adhesive for rebar fixing using Epoxy resin of 330/500ml HILTI HIT-RE 500 V3/or equivalent for fixing rebar.Embedment depth as mentioned from the Structural consultants, including supplying two component system consisting of resin and hardener in 3:1 ratio; filling above mentioned mortar with standard dispenser before inserting rebar strictly as per the manufacturers recommendations.The installation and the setting instructions should be strictly followed as per the manufacturers recommendations.The chemical anchor shall carry ETA, COLA and DIBT approval and fire approval. Application can be done in both wet & dry concrete condition, corrosion tested. The approved chemical shall be installed in hammer drill, diamond coring holes , including cost and conveyance of all materials, labour charges,tool rental charges, lead,lift etc complete as directed by Engineer-in-Charge at all levels. (The above work shall be carriedout by an agency having sufficient experience. Only skilled and experienced persons shall be employed for this purpose.)For fixing 20mm Dia rebar / anchor rod with a hole dia of 25mm. (Excluding the cost of reinforcement/ anchor rod )

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, admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability but excluding the cost of centering, shuttering and reinforcement, as per direction of Engineer-in-charge. Note :- Cement content considered in this item is @ 400 kg/cum.including cost and conveyance of all materials, labour charges etc. complete as directed by Engineer-in-charge. All works upto plinth level

Providing and constructing Solid concrete block masonry M-10 grade in C.M 1:6 (1cement, 6 coarse sand) with Solid blocks of 30x20x15 cm size or nearest and approved quality including scaffolding, raking out of joints,curing, cost and conveyance of all materials,labour, lead, lift, etc. complete for all types of masonry works upto plinth level as directed by Engineer-in-Charge.

12 mm cement plaster finished with a floating coat of neat cement of mix 1:3 (1 cement: 3 fine sand) including cost and conveyance of all materials, labour charges, scaffolding, sundries etc complete as directed by the Engineer-in-Charge at all levels.

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre

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

Providing and laying Polished Granite stone coping in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 20 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete at all levels including cost and conveyance of all materials, labour charges, sundries etc complete as directed by the Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of M40 strength, thickness 80mm & size 200mm X 100mm, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of 6mm metal , compacting and proper embedding/laying of inter locking paver blocks into the 6mm Metal bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size ,color and pattern, finishing and sweeping extra sand.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of M30 strength, thickness 60mm & size 200mm X 100mm, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of 6mm metal , compacting and proper embedding/laying of inter locking paver blocks into the 6mm Metal bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size color and pattern, finishing and sweeping extra sand.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Providing and laying 75mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). The item includes Extra for Making serrations on top layer while concrete is green (within 03 hours of laying) with help of Metal concrete Broom / mechanical Brushing machine. The Top Layer shall be sprinkled with Non-Metallic mineral based Colored concrete Surface floor Hardener of Approved Make on wet surface of cement concrete floor as per manufacturers specifications. The brushing directions shall be perpendicular to movement direction or in smaller width of paths whichever is applicable. The brushing impression should be made within a range of 6 to 10 mm deep. The Brush width shall be minimum 600 mm Wide. This item should includes providing 10 mm wide x 8 mm deep Grooves as per design / @ 2.4 mt c/c . Also in the total length of walkways full depth 18 mm wide expansion joints shall be provided @ 24 mt c/c filled with high density fibre boards used for expansion joint, top layer finished with polysulphide sealent .The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

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 earthwith lead upto 50 metres.

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 and accordance with applicable specifications.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Providing and laying precast kerb stone of size 400x150x325mm size, M-20grade concrete in position to the required line, level and curvature joined with cement mortar 1:3 (I cement:3 sand) including making joint with or without groovier (thickens of joints except at sharp curne shall not be more than 5mm) making drainage openings wherever required etc…Complete as per drawing and as directed by Engineer in charge including excavations and PCC for laying. The kerb stone shall have a bottom width of 150mm to top width of 100mm. The top 100mm depth of the kerb shall be tapering from 150mm to 100mm thickness as shown. The kerb shall be fixed over a PCC of M10 grade concrete of 300mm width and 150mm thickness Both sides of the kerb is supplied by PCC of grade M20 75mm thick (triangular section ) as shown.

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).The rate includes cost and conveyance of all , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Dismantling of existing road including all sub base and stacking the removed material in proper way or dumping the same including disposal of the same within 50m lead as per direction of engineer-in-charge The rate includes cost and conveyance of all , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, and stacking of serviceable material within 5km lead as per direction of Engineer-in-Charge.The rate includes cost and conveyance of all , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Constructing of subgrade and earthen shoulders with approved material obtained from roadway cutting/departmental supply with all lif ts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 etc and complete and as per direction of engineer in charge and as per technical specification clause-305 MORTH.

Providing and Construction of granular sub-base using graded material, spreading in uniform layers with motor grader on prepared sur face, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, comp lete as per clause 401. Grading-1 - For sub base cum drainage layer Grading 1-Plant Mix Method. The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

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 complete as directe d by Engineer-in-Charge and as per technical specification Clause 406 MORTH.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Providing and fixing bolts including nuts and washers complete.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming c In gratings, frames, guard bar, ladder, railings, brackets, gates and similar worksoat of approved steel primer using structural steel etc. as required.The rate includes cost and conveyance of all material , labour ,Lead , lift etc. complete all as per direction of Engineer-in-Charge.

universal group (BID ID -2276770)

Prathiba Developers (P) Ltd. (BID ID -2276659)

MARYMATHA INFRASTRUCTURE PVT LTD (BID ID -2278465)