Automotive Research Association Of India Tender
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Automotive Research Association Of India - ARAI Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Apr 2024
Closing Date7 May 2024
Tender AmountRefer Documents
Costs
EMD
₹ 25,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Establishment Of City Type Roads For Vehicle Testing, Internal Roads, Site
Description
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Contact
Tender Id
2024_ARAI_802898_1Bid Award Id
ViewTender No
ID-1913-PR-60003283Tender Authority
Automotive Research Association Of India ViewPurchaser Address
-Website
http://https://www.araiindia.com/home
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Documents
BOQ Items
All kinds of soil.
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100978
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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 disposal of excavated earth, lead upto ARAI Premises, disposed earth to be levelled and neatly dressed and compacted etc. complete,
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-
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All kinds of Soil & Ordinary rock
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-
-
a) Depth not exceeding 0 to 1.5 m.
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10394
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b) for Depth from 1.5m to 3m but not exceeding 3m.
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10394
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c) For depth 3m to 4.5m , but not exceeding 4.5 m.
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100
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d) For depth 4.5 m to 6.0 m ,but not exceeding 6.0 m.
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500
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Hard Rock (Blasting Prohibited)
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-
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a) Depth not exceeding 0 to 1.5 m.
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11377
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b) For depth 1.5m to 3m , but not exceeding 3.0m.
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22752
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c) For depth 3m to 4.5m , but not exceeding 4.5 m.
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3794
-
d) For depth 4.5 m to 6.0 m ,but not exceeding 6.0 m.
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550
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Excavating in All Kinds of Soil and Ordinary Rock, Trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within ARAI Premises.
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-
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All kinds of soil and Ordinary Rock
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-
-
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.
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5915
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Pipes, cables etc. exceeding 600 mm dia but not exceeding 900 mm.
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985
-
Excavating in All Kinds of Soil and Ordinary Rock, Trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5 m, but not exceeding 3 m. including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within ARAI Premises.
-
-
-
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm.
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50
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Excavating Trenches in HARD ROCK of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within ARAI Premises.
-
-
-
Hard Rock (Blasting Prohibited)
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-
-
Pipes, cables exceeding 300 mm dia but not exceeding 600mm dia
-
50
-
Pipes, cables exceeding 600 mm dia but not exceeding 900mm dia
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50
-
Excavating Trenches in HARD ROCK of required width for pipes, cables, etc, including excavation for sockets, depth exceeding 1.5m but not exceeding 3 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within ARAI Premises.
-
-
-
Hard Rock (Blasting Prohibited)
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-
-
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600mm dia.
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50
-
Pipes, cables etc. exceeding 600 mm dia but not exceeding 900mm dia.
-
50
-
Filling with Available Approved Excavated Earth for trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, compacting using mechanical means as approved by engineer in-charge in order to achieve 97% of proctor density (for any lead and any lift inside the ARAI Premises ). Maximum size of boulder to be 150mm.
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33393
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Filling in plinth / space around foundations/ trenches, under floors, etc. with selected and approved Murum made available by Excavating the area assigned by EIC or murum available in dumping area within ARAI Premises, in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering including transporting, loading & unloading, stacking , consolidating using appropriate mechanical device ,as directed , and dressing complete etc. complete as directed by Engineer in Charge in order to achieve 97% of proctor density ( (for any lead and any lift inside the ARAI Premises). Maximum size of boulder to be 150mm.
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20613
-
Supplying and Filling in plinth / space around foundations/ trenches etc. with selected and approved Murum Brought from outside under floors, in trenches , in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering including, stacking , consolidating using appropriate mechanical device ,as directed , and dressing complete including any lead and any lift etc. complete as directed by Engineer in Charge in order to achieve 97% of proctor density (for any lead and any lift ). The Royalty payment and its documentation is to be included in the rate. Maximum size of boulder to be 150mm.
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4050
-
Disposing off Excess or Unwanted material from excavation out side the plot area at a location pre approved by PMRDA or of contractors choice out side PMRDA, at any lead, as directed by the Engineer from time to time, including stacking, spreading or levelling etc. complete, including obtaining written approval of the respective land owner for such disposal and indemnifying Owner, including payment of Royalty to Government and producing the receipt for record of the Owner, and indemnifying Owner for any claim in future for short payment of Royalty etc. Measurement to be based upon Loose volume carted away by mechanical means such as Truck /Dumper.
-
3662
-
Boulders available on Site to be Broken into smaller pieces by any mechanism, sorting size wise as per the requirement or as directed by Engineer -in-charge.
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1500
-
Providing Excavator (like JCB etc) with Bucket on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Operator, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
-
1010
-
Providing Dumper with on Hourly basis for the work as directed by Engineer -in-charge. (The rate should include Diver, Helper, Fuel, Maintenance, Transportation & any other statutory requirements etc.)
-
930
-
TOTAL FOR EARTHWORK & EXCAVATION
-
-
-
SOLING AND FLOORING
-
-
-
Providing & applying pre-construction Anti-Termite Treatment, as per IS 6313 latest revision, with minimum 10 years guarantee under foundations, floor including required peripheral area upto 1m/2m width outside plinth for various buildings as specified and directed ,including Work at all Levels, and depths, using latest approved chemicals etc. complete. Measurement Records for treated area together with Photos and warranty papers are Mandatory and measurement will be based only on Plinth Area of each building / structure.
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477
-
Providing total upto 300mm thk. Hard Core filling over the compacted plinth filling , in compacted layers of 150mm each, including, laying, spreading and compacting mix of Graded crushed Stone aggregate of 63mm to 22.4mm, including spreading, and filling with requisite type of screening / binding material to fill up interstices of coarse aggregates, watering and compacting to required density of minimum, by using appropriate compaction equipment etc. complete.
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364
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Providing & laying 250 micron LDPE sheet over the prepared subgrade above including joining by necessary tape overlapping as directed etc. complete.
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467
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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete
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15
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Providing and laying in position in M15 grade PCC as per 150 mmrequired thickness as specified in floor bedding using graded metal washed sand, including formwork, if necessary and laying in alternate panels, if required, including consolidation, watering, curing etc. complete
-
82
-
Extra over above said item of floor concrete, for Vacuum Dewatering and Towelling treatment such as " Tremix " treatment, including curing etc. complete,
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467
-
Extra over above said item of floor concrete, for providing and spreading or mixing , Floor Hardener of Sika Make " Chapdur " @ 6kg/Sqm., or any other equivalent hardener approved by Engineer in Charge ,before final trowel finish, as per manufacturer's requirements, etc. complete,
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467
-
Extra over above said item of floor concrete, for providing and spreading or mixing, Floor Densifyer of Ashford formula @ 5 Sqm/L., or any other equivalent Densifyer approved by Engineer in Charge, as per manufacturer's requirements, etc. complete,
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130
-
TOTAL FOR SOLING & FLOORING
-
-
-
CONCRETE WORK
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-
-
Providing and laying in position Cement Concrete of specified grade including the cost of centering and shuttering, propping etc. and removal of formwork for : - All work up to plinth level :
-
-
-
1:2:4 M15 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for Foundations, Footings, Bases of Columns, etc. for Mass Concrete.
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927
-
1:3:6 M10 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for Foundations, Footings, Bases of Columns, etc. for Mass Concrete.
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25
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Providing and laying Cement Concrete in steps and the like at or near ground level including cost of centering and shuttering including strutting, propping etc. and removal of formwork.
1: 1 1/2 :3 M20 (1 Cement : 1 1/2 coarse sand : 3 graded stone aggregate 20 mm nominal size).
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25
-
Extra for providing and mixing Water Proofing Material in cement concrete work in liquid or powder form as required by approved manufacturer's specification. Approved manufacturer are Sunanda Chemicals, Dr. Beck, Nina Water Proofing, Sika, Fosroc or approved equivalent.
-
120
-
Applying a coat of residual petroleum Bitumen of Penetration 80/100 of approved quality (VG-10) using 1.7kg per square meter on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
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20
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TOTAL FOR CONCRETE WORK
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-
-
REINFORCED CEMENT CONCRETE
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-
-
Providing and laying in position Concrete for Reinforced Concrete work , manufactured by machine batched, machine mixed and machine vibrated at site and /or Ready mixed concrete manufactured in fully automatic batching plant having continuous agitated mixer, and transported to site of work , in transit mixer, including pumping of concrete to desired location by concrete boom placer if required, design mix cement concrete of specified grade, using natural sand and /or crushed sand of approved quality ,including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability, including use of reactive fly ash / cementitious materials, of approved grade as per the provisions of relevant I.S. Codes and as approved by the Engineer- in- Charge ,including the cost of water tight centering, shuttering propping , staging , keeping provision for cutouts in Slabs & walls as per drawing, finishing at all levels including grinding of joints to achieve level surfaces including ceilings . M-25grade reinforced cement concrete by using cement content as required for Strength , Durability , and workability etc. as required by the relevant codes. Rate to include cost of trial mixes design and required testing etc. complete. Shuttering material should be in New Ply for all Foundations, Slabs, Beams, Columns etc. Placing of Sleeves for services PVC/ MS will be in contractors scope as per drawing, in all levels and at all positions. Contractor should arrange for cover concrete block of same grade of concrete as the structural concrete member.
-
-
-
All work Up to Plinth Level, including Retaining Walls, Pardies of Water Tanks, Foundations, Columns , Machine and Equipment Foundations, Trenches, plinth beams etc. Including hacking , curing etc. complete.
-
1335
-
Reinforced Cement Concrete work Above Plinth level in Columns, Beams, Slabs, Walls (any thickness), Walls of water tanks, lift wells, including attached pilasters, parapet walls, buttresses, plinth and string courses, fillets, pillars, piers, abutments, posts and struts, suspended floors, roofs having slope up to 15° landings, balconies, shelves, cantilevered chajjas, lintels, bands, plain window sills, Staircases and spiral stair cases, kerbs, steps, and Machine Foundations, Trenches etc., including hacking, curing, etc. complete,
-
605
-
EXTRA OVER above said basic item of M25 Concrete , For change of Grade from M25 to M30
-
303
-
EXTRA OVER above said basic item of M25 Concrete , For change of Grade from M25 to M35
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25
-
Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
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346
-
TOTAL FOR REINFORCED CONCRETE WORK
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-
-
STEEL REINFORCEMENT
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-
-
Providing , placing and tying in position , Reinforcement for R.C.C. work including straightening, cutting, bending, binding wire (16g), placing in position and binding, Testing costs , Wastage costs ,etc.all complete, up to plinth level and above plinth level at all heights. Reinforcement used in structure shall be free of rust.
-
-
-
Thermo-Mechanically Treated bars of FE 500/550 D Grade .
-
208
-
TOTAL FOR STEEL REINFORCEMENT
-
-
-
BRICK WORK
-
-
-
FLY ASH BRICK
-
-
-
Brick Work at all heights, with Non modular sized, Machine made Fly Ash Bricks with minimum 10% Cement , confirming to I.S. 12894-2002 , of class designation 7.5, ( 75 kgf/sq cm ), for any wall thickness from 150 to 450 mm , with fly ash confirming to I.S.3812-1981, in Foundation and upto Plinth in including curing etc. complete.
Cement mortar 1:6 (1 cement : 6 coarse sand)
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25
-
Brick Work with Non modular sized ,Machine made Fly Ash Bricks with minimum 10% Cement , confirming to I.S. 12894-2002, of class designation 7.5, ( 75 kgf/sq cm ), for wall thickness from 150 to 450 mm, with fly ash confirming to I.S.3812-1981, in Superstructure at all heights , including curing etc. complete.
Cement mortar 1:6 (1 cement : 6 coarse sand)
-
38
-
Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars at 0.9m intervals in height ,for half brick masonry (100mm to 150 mm) (with F.P.S. bricks), including cost of steel etc. including covering the bars with M15 grade concrete band of 100mm.thk. including formwork, curing etc. at all heights complete.
-
54
-
STONE WORK
-
-
-
Providing and laying in position, Uncoursed Rubble Masonry (UCR) in Cement Mortar with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size)including placing horizontal header stones headers of 150x 150 mm of required length to cover 90% of wall width at every 2.5m cross centres and vertical keys of stones of minimum 300mm length, at every 900 c/c . Cement mortar 1:6 (1 cement : 6 coarse sand) including placing of pvc pipes as weep holes as required by design ( cost of PVC pipe is paid separately ) , curing etc. complete.
-
5
-
Providing & applying Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)
Finishing the UCR wall surface with Sunk Pointing, curing etc. complete.
-
10
-
Providing and laying in position , Plum Concrete wall as plinth wall and or retaining wall, along plot boundary, above and or below ground, with height of wall in the approximate range of 0 to 7m, depending upon local ground condition, including fixing and removing formwork ,including required staging , using approximately 60% stones and 40% mortar, including layer wise placing of approved hard stones as rubble of max 200 mm size and placing of mortar of grade M15 concrete with maximum size of aggregates as 12mm, over and in between the stones , by manual ways or through concrete pump to cover all stone faces ,including rodding etc. to achieve compacted homogeneous mass without any pockets or honey combs , including placing horizontal header stones or precast concrete headers of 150x 150 mm M15 grade, of required length to cover 90% of wall width at every 2.5m cross centres and vertical keys of stones of minimum 300mm length, at every 900 c/c , including placing of pvc pipes as weep holes as required by design ( cost of PVC pipe is paid separately ) , curing etc. complete.( cost of all work including form work ,staging , concrete etc. is to be included in the rate )
-
25
-
Plum Concrete wall with all specifications same as above but using Stones Available from excavation including cutting the rock boulders or pieces to required to size and shape , including cost of labour , scaffolds etc. complete. (Size of Rubble between 200mm max)
-
55
-
TOTAL FOR MASONARY WORK
-
-
-
DOORS AND WINDOWS - to be check after finalisation of Architectural Drw.
-
-
-
Providing and fixing in position,Two Hour Fire Rating Steel Doors ( Shakti Hormann- Door make or Equivalent make ) - in Approved Colour, with Dorma Fittings, with Mini. Two Hour Fire Rating, single / double leaf MS galvanized doors of the type size & leafs as mentioned below, with door frame and fixing one layer of intumescent strip 30x2mm thick to shutter & all accessories complete all as per drawing details including and confirming to IS 3614 (PART 2) 1992 BS476 (PART 20 & 22) and ISO834, including mortar fill in main frame.
1: Frame (size 143 x 57mm, (18 g) 1.20mm thick, galvanized steel sheet formed to single Rebate profile, welded type, to be fixed on plastered openings with the help of 8mm Expansion Anchor Fasteners and grout),
2: Shutter : Constructed from 0.80mm Thick Galvanized Steel Sheet formed to provide a 46mm thick fully flush, double skin door shell with Lock Seam joints at stile edges. Infill of Honeycomb Kraft Paper is used to give the required rigidity and effective acoustic and thermal insulation 3: Vision glass : Where specified only, Each shutter should have a vision glass of required size with 5mm thick clear toughened glass to all doors and frosted glass to toilet entrance doors. 4: FINISH : The doorframes and door shutters are finished with Thermosetting Polyurethane paint of Aliphatic Grade providing high levels of scratch resistance and durability. 5: Fittings & Fixtures :- HINGES : Stainless Steel Ball Bearing Butt Hinges 3 mm thick fixed flush to the frame and shutter ( Profile 101x89x3mm thick ).
-
-
-
Mortise Sash Locks : mortise sash lock ( ml 100 a ) with internal thumb turn & external key operation cylinder with ss lever handles.
SS 'D' handles : ss 'd' handle 254 mm (with rose)
ss push plate ( 150 x 300 mm ) with sticker of "Pull & Push"
Door Closers : Ryobi 8853 - standard arm ( with cover ) Concealed Flush Bolt :- 600 mm long ( for doors 2201 - 2500 mm ), including providing and fixing panic bar for fire exits, with sticker Fire exit as per door schedule.
Seals: seal for air tightness(Indian) , etc. complete.
All Fitting of Dorma make, Hormann or equivalent. Providing & filling filing between Frame and wall with liquid foam material in contractors scope.
-
-
-
D-1.2mx 2.4m/2.5m, Single Shutter, Door with vision panel 200 wide x 600mm high .
-
3
-
ALUMINIUM DOORS & WINDOWS
-
-
-
Providing and fixing Aluminium Work ( 16 gauge 3/4" heavy Jindal section series )with ivory or black or any other approved shade Polyester powder coated aluminium for various items like doors, windows, ventilators and partitions, louvered windows etc. with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, metered and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings, including Aluminium Subframes (0.93 kg per meter ) made from yellow zinc chromotized Section as per drawing details, including Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. This doors to be compulsorily Pivot type.
-
-
-
Providing & Fixing powered coated Aluminum Louvers with frame of section No.20048,Louvers with section No.20860 including required accseciser etc as per required length and size
-
7
-
TOTAL FOR DOOR & WINDOWS
-
-
-
STRUCTURAL STEEL WORK
-
-
-
Supply ,Fabrication and Erection of Chequered Plate 6mm or 8mm or 10 mm thick, as per the design drawing including fixing with counter sunk bolts of 8mm dia , painting etc. similar to the specifications given for general fabrication item etc. All complete.
-
50
-
Providing , Fabricating , Erecting, aligning , in required position, Miscellaneous Items of Structural steel using mild steel , and weighing individually not more than 3000 kgs , such as Platforms, Ladders ,MS gates, Angles with hold fasts, various sizes Insert plates with Hold fasts , Railings using M S Tubes , Stools and frames , suspenders for false ceiling and frames for trap doors , Manholes , brackets for cable trays and pipes , etc. as directed by the engineer, including cutting , grinding , welding , painting with primer and two coats synthetic enamel paint ,cleaning etc. complete ,including any shop drawing if so required.
-
23
-
Providing , cutting ,bending, welding and fixing in position, in required line and level, Nosing Angles ,of various Shapes and thicknesses and sizes at all locations and all levels, including welding of reinforcement or hold fasts, drilling of angle, painting with primer and two coats of synthetic enamel at all heights etc.as shown on the drawing etc. complete,
-
70
-
Providing & fixing in position holding down bolts / Foundation Bolts (GRADE 8.8) in concrete or masonry of various diameters ranging from 12mm. to 50mm. including nuts, washers, sleeves, approx. length upto 1.6mtr. etc. as per drawings including supply and fixing templates, supports, setting out etc. complete as specified and directed (templates and supports will not be measured and paid separately).
-
1
-
Providing and erecting chain link fencing 1.5 M. height with G.I. Chain Link Fanceing of size 50 X 50mm 8 gauge thick and fixed 25 mm above Ground level vertical M.S. Angle of 50 X 50 X 6 mm size to be embedded in cement concrete in Floor at upto 1.5 M. c/c with iron bar 16 mm dia as hold fast including welding bolts with angles at 30 cm c/c and horizontal M.S. Angles at top and bottom of 25 X 25 X 5 mm size and vertical M.S. flat 35 X 5 mm and including cross support of 50 X 50 X 6 mm Angles both sides at every comer or bends embedded in concrete floor including three, one coat of anti corrosion& two coats of Synthetic Enamel painting etc. complete as shown in drawing.
-
275
-
TOTAL FOR STRUCTURAL STEEL WORK
-
-
-
FLOORING
-
-
-
Providing & Fixing Granite 18 mm thick ,mirror polished , in Window Sills with edge rounding and edge polishing, laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete, using single length of 1.5m meter. (Basic Rate Rs 2000 / Sqm delivered at site including loading/unloading without GST).
-
2
-
TOTAL FOR FLOORING
-
-
-
ROOFING
-
-
-
Providing and fixing Pre Painted GI Roofing & Cladding Sheet : Providing and fixing precoated galvalume profile sheets (size, shape and pitch of corrugation as approved by EIC). 0.50mm +/- 5% total coated thickness (TCT). Zinc coating 120gsm as per IS 277 in 240mpa steel grade, 5-7 micron epoxy primer on both sides of the sheets and polyster top coat 15-18 micron of approved shade. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length of 12mtr or as desired by EIC. The sheets shall be fixed using self drilling of self tapping screws of size 5.5 X 55 mm with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm dia. with bitumen and GI limpet washers or with GI limpet washer filled with white lead complete upto any pitch in horizontal or vertical or curved surfaces excluding the cost of purlins, Rafters and trusses and including cutting to size and shape wherever required including overlaps as required as per IS specification including any scaffolding, loading and unloading, leakproofing etc. complete (Material as per approved makes mentioned in tender document).
-
130
-
Providing & Fixing in position with 2 mm thk.GI Gutter along with END cap (GI 2.0mm) butt Jointer(GI2.0 mm),Down spout (0.50 PPGL) Seleant,bytel tape required etc complete.
-
33
-
Providing and fixing on wall face Unplasticised Rigid PVC Rain Water Pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes, including Synthetic Enamel Painting matching to building theme.etc. complete.. Item including of all PVC Moulded Fittings/ Accessories required as per site condition like Coupler,Scocket, Pain Bend/Plug Bend, Y, Shoe, Plain Tee/Plug Tee, Cowl, with G.I U-Clamp with each 1M etc complete.
-
-
-
165 MM diameter (Pressure 6kg/CM2)
-
12
-
TOTAL FOR ROOFING
-
-
-
PLASTERING & PAINTING
-
-
-
All Plastering in Natural Sand, Scaffolding, Cleaning, Finishing and Curing, required at all heights and levels.
-
-
-
Providing & applying, in single coat, Rough Coat Internal Cement Plaster ,min.12mm thick , in cement mortar 1:4, ( 1Cement : 4 fine natural sand) for dado , to concrete, fly ash Block / brick surface, on walls in all levels and at all positions, on joints, and corners rounded off, Fibre Mesh including H Frame/cup lock scaffolding & curing etc. complete.
-
15
-
Providing & applying, in single coat, Internal Cement Plaster, smooth finished , min.15mm thick , to rough side of wall, or RCC , in cement mortar 1:4, ( 1Cement : 4 fine natural sand) , to concrete, fly ash Block / brick surface, on walls in all levels and at all positions, on joints, and corners rounded off, Fibre Mesh including H Frame/cup lock scaffolding & curing etc. complete, giving smooth finish . The Finished Surface to be approved by Engineer in charge .
-
191
-
Providing & applying ,External Cement Plaster min.18 mm thk, at all heights, in two coats, under layer min. 12 mm thick cement plaster 1:5 (1 cement: 5 natural coarse sand) and a top layer min. 6mm thick cement plaster 1:3 (1 cement: 3 natural fine/coarse sand) finished with uniform grain structure as per approved sample , using mechanical drum type plaster throwing equipment ( Dabba Plaster ) , to concrete, fly ash Block / brick surface, on walls in all levels and at all positions with Fibre Mesh & water proofing compound of KEM PLAST 74 , SIKACIM PINK OR equivalent including H Frame/cup lock ,drip mould as required, including edge strip smoothening at corners,including any coving required over chajjas, including scaffolding, at all levels & curing etc. complete.
-
104
-
PAINTING
-
-
-
All Painting Rates to including Providing, Mixing Supplying, Scaffolding, Cleaning of Surfaces, Finishing and any Curing required, at all heights and levels.
-
-
-
INTERIOR FINISHING
-
-
-
Providing & Applying 1st quality Acrylic Washable Distemper (ready mixed) of approved manufacturer and of required shade and colour complete. as per manufacturer's specification, using Asian or equivalent make, including base preparation by cleaning, 2 coats putty & filling of cracks with crack sealing compound of approved make , priming etc. as per standard specifications of CPWD, including watering, curing, H Frame/cup lock scaffolding at all height etc. complete.
-
-
-
Two or more coats with primer & 2 coats putty on new work.
-
191
-
Providing & Applying Painting with Synthetic Enamel Paint (Internal) mat finished of approved brand and manufacture to give an even shade : Two or more coats on new work ,including base preparation by cleaning, 2 coats putty & filling of cracks with crack sealing compound of approved make , priming etc. as per standard specifications of CPWD, , including watering, scaffolding at all levels etc. complete. (internal finishing).
-
20
-
EXTERIOR FINISHING
-
-
-
Finishing walls with Water Proofing Cement Paint of required shade using Asian or equivalent make, including base preparation by cleaning, priming etc. as per standard specifications of CPWD, including watering, curing, H Frame/cup lock scaffolding at all levels etc. complete. New work (Two or more coats) applied at 3.84 kg/10 sqm
-
25
-
Finishing walls with 100% Premium Acrylic Smooth Exterior Paint with Silicone additives of required shade using Asian or equivalent make, of any approved shade ,including base preparation by cleaning, priming with acrylic primer , crack filling with approved material , etc. as per standard specifications of CPWD, including watering, scaffolding at all levels etc. complete. New work (Two or more coats applied min. @ Min. 1.43 ltr/ 10 sqm. over and including base coat acrylic primer applied.@ Min. 2.20 kg/ 10 sqm). To obtain uniform appearance as directed by The Engineer in Charge, etc. complete.
-
104
-
Painting with Synthetic Enamel Paint (External )of approved brand and manufacture to give an even shade : Two or more coats on new work ,including base preparation on walls by cleaning, priming with appropriate external primer , crack filling with approved material , etc. as per standard specifications of CPWD, including watering, scaffolding at all levels etc. complete.
-
15
-
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied min. @0.90 ltr/10 sqm over an under coat of primer applied min. @ 0.80 ltr/ 10 sqm of approved brand or manufacture.
-
100
-
TOTAL FOR PLASTERING & FINISHING
-
-
-
INTERNAL SANITARY, WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
-
-
-
PART - A : SOIL & WASTE PIPES
-
-
-
Providing, laying and jointing SWR UPVC Pipes with all specials such as bends ,sockets ,back nuts ,elbows ,tees ,reducers ,clamps etc. including fixing in walls or under floor or ground with necessary excavation and back filling, chasing & making holes in walls and floors ,sealing the joints with appropriate chemicals, making them good after the work., laying to proper slope in vertical & horizontal direction, pressure testing the entire line before concealing and testing the line and joints, after completion etc. complete.
-
-
-
40 mm dia. Open
-
25
-
50 mm dia. open
-
20
-
80 mm dia. Open
-
30
-
110 mm dia. Open
-
30
-
150 mm dia.
-
30
-
Providing and constructing masonry Inspection Chamber up to 1000 mm depth in 230 mm thick conventional brick masonry in C.M. 1:6,including excavation up to required depth in all kind of strata, 100 mm thick 1:3:6 P.C.C. bedding, plaster in C.M. 1:4 from inside & outside surfaces with smooth cement plaster rendering on the internal surface, haunches, channels including FRP Cover of brand like Fibrocast or equivalent with lifting & placing arrangement, heavy duty frame and perforated/plain cover fixed in cement Concrete 1:2:4, etc Completed.
-
-
-
600 mm x 450 mm
-
15
-
600 mm x 900 mm
-
14
-
900 mm x 900 mm
-
18
-
1200 mm x 1200 mm
-
29
-
Providing and constructing masonry Inspection Chamber for depth above 1000 mm & upto 2000 mm in 450 mm thick conventional brick masonry in C.M. 1:6,including excavation up to required depth in all kind of strata, 100 mm thick 1:3:6 P.C.C. bedding, plaster in C.M. 1:4 from inside & outside surfaces with smooth cement plaster rendering on the internal surface, haunches, channels, air tight lid with pre cast concrete (M25 ) heavy duty frame and perforated/plain cover lifting & placing arrangement, fixed in 1:2:4 cement concrete and three coats of bituminous paint to the frame and cover. etc. complete. Completed.
-
-
-
600 mm x 450 mm
-
25
-
600 mm x 900 mm
-
90
-
900 mm x 900 mm
-
300
-
Providing and constructing masonry Inspection Chamber for depth above 1000 mm & upto 2000 mm in 450 mm thick conventional brick masonry in C.M. 1:6,including excavation up to required depth in all kind of strata, 100 mm thick 1:3:6 P.C.C. bedding, plaster in C.M. 1:4 from inside & outside surfaces with smooth cement plaster rendering on the internal surface, haunches, channels, air tight lid with pre cast concrete (M25 ) heavy duty frame and perforated/plain cover lifting & placing arrangement, fixed in 1:2:4 cement concrete and three coats of bituminous paint to the frame and cover. etc. complete. Completed.
-
-
-
1200 mm x 1200 mm
-
90
-
Providing & constructing Inspection Chamber including excavation upto required depth in all kind of strata, 100mm thk. PCC 1:3:6 bedding, 230 to 500 mm thick conventional brick Masonry in 1:6 cement mortar, plaster in C.M. 1:4 from inside & outside surfaces with smooth cement plaster rendering on the internal surface, haunches, channels, air tight lid with pre cast concrete (M25 ) heavy duty frame and perforated/plain cover lifting & placing arrangement, fixed in 1:2:4 cement concrete and three coats of bituminous paint to the frame and cover. etc. complete.
Upto 3 M depth /900 mm dia.
-
1
-
RCC HUME PIPE
-
-
-
Providing, laying and jointing RCC Hume Pipe with Spigot and rubber ring, of NP 3 class with all specials below ground level at all depths including cutting, jointing with hemp yarn & C.M.1:1 and testing including excavation up to the required level & refilling, cleaning compaction etc. complete excluding excavation in hard rock.
-
-
-
150 mm dia.
-
10
-
200 mm dia.
-
20
-
300 mm dia.
-
15
-
450 mm dia.
-
3094
-
600 mm dia.
-
2950
-
900 mm dia
-
700
-
Providing and installation of ready to install 30 user capacity Septic Tank having diameter 1.2 m and length 2.5 m including necessary excavation, refilling & transporatation,fiitings of inlet and outlets in level, PVC vent pipe with cowl, M15 PCC etc complete. Item also includes Soak Pit of size 1.2 x 1.2 m with brick batt filling, etc . Completed as per EIC.
-
1
-
INTERNAL SANITARY,WATER SUPPLY & DRAINAGE WITH EXTERNAL SEWAGE SYSTEM
-
-
-
DRAINAGE
-
-
-
Heavy Duty Readymade Precast Cover Rectangular shape internal dimensions with lifting & placing arrangement fixed in cement Concrete 1:2:4 etc Completed.
H D - 20 - 600x450/900 mm
-
2
-
Providing & Placing Heavy Duty Readymade FRP Cover Composite Resin Manhole Cover with Frame of Fibrocast, KK & Equivalent brand, Extra Heavy Duty- D400 conforming to relevant EN- 124 Specifications. (Inspection shall beas per guidelines of IS Specification) with lifting & placing arrangement fixed in cement Concrete 1:2:4 etc Completed.
900 X 1200
-
-
-
600 X 900
-
8
-
900 X 1200
-
10
-
TOTAL FOR DRAINAGE
-
-
-
WATERPROOFING
-
-
-
Providing and laying integral cement based Water Proofing Treatment including preparation of surface as required for treatment of Toilets, Sunk Portions, roofs, balconies, terraces etc consisting of following operations:
-
-
-
a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 450mm height including cleaning the surface before treatment and laying min.20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 450 mm height including rounding of junctions of walls and slabs, etc. complete.
-
-
-
b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse river sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse river sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
-
-
-
c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
-
-
-
d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.
-
-
-
Providing, Supplying & applying of Polyurethane Coating system using primer on concrete surface by roller coat of thickness 150 micron having pull off adhesion ≥ 2 MPa ASTM D 4541 with coverage of 0.15 kg will cover 1sqm area having compressive strength of 7 Mpa as per ASTM D 695, with having flexural strength of 0.6 Mpa as per ASTM D 4541 with Tensile strength of 10 Mpa as per ASTM D 638 with the Elongation of ≥15% as per ASTM D 638. Which should be followed by a aromatic polyurethane screed 1000 micron DFT having compressive strength of 13 Mpa as per ASTM D 695, with having flexural strength of ≥0.8 Mpa as per ASTM D 790 with Tensile strength of 11 Mpa as per ASTM D 638 with the Elongation of ≥90% as per ASTM D 638. with Flexibility 1/8” conical madrel test should pass as per ASTM D 522 which should pass crack bridging ability for 2mm with pull off adhesion test ≥ 2 Mpa for M20 grade concrete or concrete failure as per ASTM D 4541.which should be then broadcast by DF 200 sand of 2.50 kg per sqm coverage with Which should be followed by top coat of solvent free PU car park coating having Tensile strength: ≥ 6 MPa as per ASTM D 638; Abrasion resistance should not be less than or equal to -- mg loss as per ASTM D 4060 with Shore D Hardness of 38 as per ASTM D 2240. with having pendulum test value range between 40-70 as per BS 8204 standard. which then should be followed by aliphatic polyurethane floor coating having Elongation not less than or equnal to 100 % as per ASTM D 638, with abrasion resistance not less than 20 mg loss as per ASTM D 4060, with tensile strength of ≥ 3 Mpas as per ASTM D 638, with Pull of adhesion test ≥ 2Mpa for M20 grade concrete of concrete failure as per ASTM D 4541, with pendulum test value range between 40-70 slip resistance as per BS 8204. which then should be filled with goove filler with 0.25kg by weight in a same area. All concrete has to be crack free surface of M20 or above grade with moisture barrier placed under the RCC surface. All construction joints need to be cut within 24 hours of Concrete placements. All expansion joints need to be sealed PU sealant, as recommended by manufacturer. All the fixation in the surface has to be made prior to the application and treated. All the above process has to be undertaken by a manufacturer approved applicator. The surface has to be Clean, dry, and sound concrete must be surface prepared using Scarification or Grinding. The residual moisture should not be more than 4-5%. The relative humidity should not be more than 80%.
-
-
-
With average thickness of 150mm and minimum thickness at lowest point as 75 mm.
-
292
-
Providing, Supplying & applying of Polyurethane Coating system using primer on concrete surface by roller coat of thickness 150 micron having pull off adhesion ≥ 2 MPa ASTM D 4541 with coverage of 0.15 kg will cover 1sqm area having compressive strength of 7 Mpa as per ASTM D 695, with having flexural strength of 0.6 Mpa as per ASTM D 4541 with Tensile strength of 10 Mpa as per ASTM D 638 with the Elongation of ≥15% as per ASTM D 638. Which should be followed by a aromatic polyurethane screed 1000 micron DFT having compressive strength of 13 Mpa as per ASTM D 695, with having flexural strength of ≥0.8 Mpa as per ASTM D 790 with Tensile strength of 11 Mpa as per ASTM D 638 with the Elongation of ≥90% as per ASTM D 638. with Flexibility 1/8” conical madrel test should pass as per ASTM D 522 which should pass crack bridging ability for 2mm with pull off adhesion test ≥ 2 Mpa for M20 grade concrete or concrete failure as per ASTM D 4541.which should be then broadcast by DF 200 sand of 2.50 kg per sqm coverage with Which should be followed by top coat of solvent free PU car park coating having Tensile strength: ≥ 6 MPa as per ASTM D 638; Abrasion resistance should not be less than or equal to -- mg loss as per ASTM D 4060 with Shore D Hardness of 38 as per ASTM D 2240. with having pendulum test value range between 40-70 as per BS 8204 standard. which then should be followed by aliphatic polyurethane floor coating having Elongation not less than or equnal to 100 % as per ASTM D 638, with abrasion resistance not less than 20 mg loss as per ASTM D 4060, with tensile strength of ≥ 3 Mpas as per ASTM D 638, with Pull of adhesion test ≥ 2Mpa for M20 grade concrete of concrete failure as per ASTM D 4541, with pendulum test value range between 40-70 slip resistance as per BS 8204. which then should be filled with goove filler with 0.25kg by weight in a same area. All concrete has to be crack free surface of M20 or above grade with moisture barrier placed under the RCC surface. All construction joints need to be cut within 24 hours of Concrete placements. All expansion joints need to be sealed PU sealant, as recommended by manufacturer. All the fixation in the surface has to be made prior to the application and treated. All the above process has to be undertaken by a manufacturer approved applicator. The surface has to be Clean, dry, and sound concrete must be surface prepared using Scarification or Grinding. The residual moisture should not be more than 4-5%. The relative humidity should not be more than 80%.
-
313
-
Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for
basement or underground floor on a base of Cement concrete 1:3:6, including sub
base of 2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae
proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the
joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and
cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc
complete. (excluding Cement concrete 1:3:6 base concrete )
-
213
-
Providing and fixing 20 to 25 mm thick rough shahabad Box Type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with cement grout mixed with water proog liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete)
-
455
-
Providing & Applying Water Proof Chemical Treatment for RCC Floor & Walls for tank internal side Penetration/Crystallization, anti-fungal treatment etc. including Surface Preparation, Grinding of joints, crack filling etc, approved manufacturer's specification. Approved manufacturer are Sunanda Chemicals, Dr. Fixit, Sika, Fosroc or approved equivalent. etc Completed.
-
300
-
Providing and laying in position Waterproof Plaster min 20mm thk, in C.M:1:3 to vertical and horizontal ,inside faces of overhead or underground Water storage tanks, Rain water Gutters ,reverberation chamber at any level , including proper hacking of concrete /plastered surface ,including approved proofing compound conforming to IS :2645 and approved by the Engineer, including curing ,etc. complete.
-
100
-
TOTAL FOR WATERPROOFING
-
-
-
DISMANTLING & DEMOLISHING
-
-
-
Demolishing R.C.C. work with reinfocement bar manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within lead upto ARAI Premises, disposed earth to be levelled and neatly dressed etc. complete, as per direction of Engineer - in- charge.
-
5
-
Making Core Cuts in RC members using high speed core cutting machine cleaning disposal of unserviceable material within lead upto ARAI Premises etc completed as per direction of Engineer - in -charge.
-
-
-
Up to 150 dia , and 300mm length
-
5
-
From 160mm to 250mm, 350mm length
-
10
-
TOTAL FOR DISMANTLING & DEMOLISHING
-
-
-
MISCELLANEOUS WORKS
-
-
-
Providing, Laying and Jointing in position and required slope, RCC Hume Pipe with Spigot and rubber ring, NP 4 grade of various diameters, below Roads or Plinth for cable crossings, all specials below ground level at all depths including cutting, jointing with hemp yarn & C.M.1:1 and testing including excavation up to the required level & refilling, cleaning compaction etc. complete excluding excavation in hard rock.
-
-
-
150mm Dia pipe
-
5
-
300mm dia pipe
-
15
-
450mm dia pipe
-
10
-
600mm dia pipe
-
5
-
900mm dia pipe
-
10
-
Providing and laying 300 mm dia.Half Round Concrete pipes in 1:3;6 cement concrete bedding in required line and level including filling the joints with cement, curing etc complete.
-
20
-
Providing and fixing in position Anchor Fasteners of required length and diameter with chemical grout ,Fisher, Hilti or Equivalent make as per manufacturers instructions including drilling , placing the bolt and certifying the strength etc. complete, with adequate anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete.
-
-
-
Dia 12mm, min. anchor inside concrete 160mm
-
25
-
Dia 16mm, min. anchor inside concrete 160mm
-
20
-
Dia 20mm min anchorage inside concrete 180mm
-
10
-
Providing and fixing in position Rebars with Chemical Grout OF HILTI OR equivalent as per manufacturers instructions including drilling , placing the bolt as chemical anchor , and certifying the strength etc. complete, with anchor length to develop full strength of the bar, and proving the strength by conducting pull out test at site on a random sample etc. complete.
-
-
-
Bar dia 10mm
-
15
-
Bar dia 12mm
-
20
-
Bar dia 16mm
-
15
-
Bar dia 20mm
-
20
-
Bar dia 25mm
-
25
-
Bar dia 8mm
-
30
-
Rates on daily basis for providing Skilled workers,8 hr shift/day per person including required tools and tackles.
-
198
-
Rates on daily basis for providing Unskilled workers ,8 hr shift/day per person, including required tools & tackles.
-
201
-
Providing and fixing in position PVC Pipes, non pressure type, of 65mm dia as weep holes in Masonry and Concrete walls , including cutting , tying , placing in slope etc. complete.
-
175
-
Providing and constructing Rain Water Harvesting System consisting of a collection tank and overflow pipe, with tank size of 4m x 3m x 2.5m.deep, constructed in 450thk. Brickwork in CM 1:6 and having 150 thk. PCC M10 grade at base, and filled with selected granular material of 6mm. to 10mm. gravel in 1000mm. thk. layer having a recharge bore of 150 dia. at base of tank, drilled in rock for 15m. length and bore filled with gravel of 6mm to 10mm. size for full height. Item rate to include cost of drilling and filling the bore with gravel , excavation and construction of collection tank etc. complete.
-
12
-
Providing & Filling Crushed Sand in trenches, below foundation,pipes & cables etc Compacted sand etc completed as directed by Engineer in charge
-
5
-
Providing & Spreading Gravel ( Below 30mm ) trenches, below foundation,pipes & cables etc completed as directed by Engineer in charge
-
5
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder)
-
3800
-
Providing and laying of Filter Media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.
-
1332
-
Providing Flush Grooved Pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete
-
12665
-
Providing and fixing crimped with G.I. mesh and size 20 mm x 20mm 10 guage to iron angle frame including welding crimp mesh to angle frame and steel flat, fixing the frame in its original position and oil painting etc.complete ( excluding cost of structural steel)
-
177
-
Providing & laying Dry Stone Pitching 22.5 cm thick including line & level, preparing the surface, dressing, joint filling with M10 concrete etc complete as directed by Engineer-In-Charge.
-
15
-
Finishing of Concrete Surface by means of grinding, polishing, filling of pores with appropriate grouts, hacking of extra concrete etc. completed to achieve smooth finish within the tolerance of +-3mm at any level etc. complete as directed by Engineer-In-Charge.
-
35
-
Providing and applying PU Epoxy Paint approved shade marking paint with smooth finishing as per approved paint of approved brand and manufacture of required colour to give an even shade: as per standard specifications of CPWD, including surface preparation, cleaning watering, etc. complete. Two or more coats on new / old work.
-
150
-
Providing & Applying one coat primer+Two coats of Heat Reflective Paint of approved brand and as per manufactures instructions SRI index 170 to be maintained.( Sunace premium Acrylic heat insulating anti carbonation coating from Sunanda Chemicals) with base preparation ect Completed.
-
317
-
TOTAL FOR MISCELLANEOUS WORKS
-
-
-
ROAD WORK & PARKING
-
-
-
Preparation and consolidation of Sub Grade with power road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of excess material,etc. complete.
-
31210
-
Providing & laying sub base/ base course of Water Bound Macadam (WBM) consisting of required layers with ,Each Layer not Exceeding 150mm compacted thickness with Stone aggregate (90-40mm Graded Size) including screening,sorting,spreadingto template &consolidation with power road roller of minimum 8 MT weight complete, including spreading consolidation of screening & binding material complete as per Grade I given in Table no 400-7 In MORTH specification & following all the specifications of MORTH ,etc. complete.
-
103
-
Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause MORTH 401 -- Plant Mix Method and Grading - I Material, etc. complete.
-
6876
-
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. Laying By Grader/Paver.
-
6932
-
Proving and laying Dense Bituminous Macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates to be considered to arrive at rates)
-
2080
-
Providing and applying Prime Coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
-
34655
-
Providing and applying Tack Coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
-
34655
-
Providing and laying Bituminous Concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates to be considered to arrive at rates)
-
1250
-
Providing bituminous Type A Liquid Seal Coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates)
-
34655
-
Providing, laying and compacting of Built-up-Spray Grout Layer 75 mm thick over prepared base consisting of two layers composite construction of compacted crushed coarse aggregates with application of ituminous binder of biyumen of specified Grade @ 1.520 Kg/ Sqm after each layer, ( i.e 1.520x2=3.04 say 3.00 Kg/Sqm) and with key aggregates placed on top of the second layer and compacting with static roller 8 to 10 MT. Excluding cost of tack coat and scarifying etc. Complete.(VG-30 bulk bitumen rates are considered to arrive at rates)
-
34655
-
Providing and laying heavy duty Coloured concrete Paving Block using rubber mould mat /glossy finish, of approved shape & loading capacity laid on 50mm thick compacted mix of crushed sand and 10mm grit cushion including required slope, camber compacting with mechanical compactor including skirting joints etc. as directed etc . Complete with Minimum concrete Grade of M 30.
-
-
-
60 - 65mm thick ( 30 MT )
-
4197
-
80 mm thick ( 45 MT )
-
3433
-
Providing and laying in position in M15 grade PCC 75mm. thk. as specified in floor bedding using graded metal washed sand, including formwork, if necessary and laying in alternate panels, if required, including consolidation, watering, curing etc. complete.
-
5
-
Providing & laying 250 micron LDPE sheet over the prepared subgrade above including joining by necessary overlapping as directed etc. complete.
-
576
-
Providing & laying required .thk. of M25 Grade, Pavement quality Concrete as per IRC codes in reinforced concrete Road ,including laying in slope , including provision of expansion and contraction joints, dowel bars, concreting in panels and strips, , compacting with vibrating boom, power floating as specified on drawings / instructions, Roughening the surface with parallel grooves as directed (Excluding cost of reinforcement), but including form work using steel channels, curing by ponding etc. complete.
-
-
-
175/200mm thick. Concrete
-
113
-
Extra over above said item of floor concrete , for Vaccume Dewatering and Trowelling treatment such as " Tremix " treatment, including curing etc. complete.
-
576
-
Extra over above said item of floor concrete, for providing and spreading or mixing, Floor Hardener of Sika Make " Chapdur " @ 6kg/Sqm., or any other equivalent hardener approved by Engineer in Charge ,before final trowel finish , as per manufacturer's requirements, etc. complete.
-
576
-
5mm.x 20mm.deep Groove Cutting at 4m. c/c and filling with single component Sika flex pro-3 or Approved Chemical sealant , etc. complete.
-
127
-
Providing & fixing MS Dowel Bars 20mm.dia x 900mm. Long at 600/750mm.c/c, half length of dowel bar in to be covered during concreting by using PVC sleeve & End Plug.
-
3
-
Providing & fixing in position required thk. of Foam Base board of supreme or equivalent quality at various joints such as isolation , Contraction or Expansion joints in Road , including placing of Baker rod and sealing with Winsil-20 neutral base sealant manufactured by GE Silicon ,Or equivalent make, as per manufacturer's requirements ,etc. complete.
-
-
-
12mm thick
-
30
-
Providing and laying at or near ground level, Factory made KERB stones of M25 grade concrete, of approved make ,in position, to required line and level and curvature, joined with C.M.: 1:3, including making joints, with or without grooves, ( thickness of joints ,except at curves will not be more than 5mm.) including making drainage openings where ever required complete etc. as per direction of Engineer-In -Charge, ( Length of finished kerb edging shall be measured for payment ) , including required excavation, including fixing in the concrete bed of M15 grade of 100mm thk and 200mm wide.
Kerb Stone of 500mm L x 375 H mm x 150 W mm size etc. complete,
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9739
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
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167
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Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro- reflectance of the reflecting panel, to the Engineer.
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120
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Metal Beam Crash Barrier Type A, W : Metal Beam Crash Barrier (Providing and erecting a "W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre,1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
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5
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Providing and fixing Mandatory/Regulatory Sign Boards in circular shape of 600 mm dia made out of 3 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
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2
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Providing and fixing Cautionary/Warning Sign Boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
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2
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Providing and fixing of Retro - Reflectorised informatory Sign Board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm class B aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity microprismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
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2
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Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
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2
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TOTAL FOR ROAD WORK & PARKING
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TOTAL
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GST 18%
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TOTAL
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