Construction of U.T.C. bus stand Laksar under Mahakumbh mela 2021 Haridwar.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 All kinds of soil. D.S.R 2.8.1

Supply & Filling in plinth with sand under floors including watering, Ramming consolidating and dressing complete . D.S.R 2.27

Providing and laying in position cement concrete 1:4:8 (1cement :4 coarse sand:08graded brick aggregated 40mm .nominal size.) excluding the cost of centering and shuttering - All work upto plinth level D.S.R 4.1.8

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) D.S.R 4.10

Providing, driving 400 mm dia piles with hydraulic piling rigs with power units and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) D.S.R 20.1.1

P/L of reinforced cement concrete 1:1.5:3 - All work upto plinth level (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) in position specified grade excluding the cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 5.1.2

Reinforced cement concrete 1:1.5:3 upto floor five level (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. excluding cost of centring, shuttering, finishing and reinforcement by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 5.2.2

Centring and shuttering for Foundations, footings, bases of columns, etc. including strutting,ropping etc. and removal of form for mass concrete. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item DSR 5-9-1

Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers .including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 5-9-5

Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 5-9-6

Centring and shuttering for Suspended floors, roofs, landings, balconies and access platform. including strutting,ropping etc. and removal of form by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 5-9-3

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 D.S.R 5.22.6

Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand) with F.P.S. bricks of class designation 75 in foundation and plinth by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item 6.1.2 D.S.R

Brick work in Cement mortar 1:6 (1 cement : 6 coarse sand) in superstructure above plinth level upto floor V level with F.P.S. bricks of class designation 75 in all shapes and sizes by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 6.4.2

Half brick masonry with F.P.S bricks of class designation 75 in superstructure above plinth level up to floor five level in cement mortar 1:4 ( 1 cement : 4 coarse sand) D.S.R 6.13.2

Providing and fixing pressed steel door frames Profile B conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steelP rimer after pre-treatment of the surface as directed by Engineerin-charge:work to be execuated as per specification a rate of above given item 10.14.1.1 D.S.R

Providing and fixing 30 mm thick ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including ISI marked Stainless Steel butt hinges with necessary screws. by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item 9.21.2 D.S.R

Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 10.11.1 D.S.R

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing including applying a priming coat of approved steel primer. M.S. tube complete as per directions of Engineer-in-charge work to be execuated as per specification a rate of above given item 10.26.1 D.S.R

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works D.S.R 10.25.2

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 5.5 mm thick glass panes D.S.R 10.30.2

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Single rubber stopper D.S.R 9.82

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete. D.S.R 9.97.2

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :100 mm D.S.R 9.100.1

Providing and fixing IS :3564 marked aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. D.S.R 9.84

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to rand screws etc. complete : D.S.R 9.96.1

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 sq.m cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth 4.17. D.S.R

12 mm cement plaster of mix.1:6 (1 cement : 6 fine sand) by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item D.S.R 13.1.2

15 mm cement plaster in single coat on rough side on single or half brick wall fro interior plastering upto floor two level including rises internal rounded angles chambers and rounded angles not exceeding 80mm in grit and finished even and smooth. D.S.R 13.2.2

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) D.S.R 13.16.1

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R 13.80

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer D.S.R 13.41.1

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) D.S.R 13.45.1

Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture jointing with grey cement slurry @ 3.3kg/sqm including grouting the D.S.R 13.48.1

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick. D.S.R 11.26

Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. 40mm thick with 20mm nominal size stone aggregate. complete.by the direction in Engineer - in - charge work to be execuated as per specification a rate of above given item code 11-3-1

Kota stone slabs 25 mm thick in risers of steps, skirting, sq.m dado and pillars 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 11.27 D.S.R

P/L Ceramic glazed floor tiles 300 x 300 mm of 1st quality conforming to I.S : 15622 of approved make in colours such as White , Ivory , Grey Fume, Red Brown laid on 20 mm thick cement mortar 1:4 including pointing the joints with white cement and matching pigment etc. complete. 11.37 D.S.R

P/F 1st quality ceramic glazed wall tiles conforming to IS : 15622 of approved make in colours , shades except burgandy , bottel green , black of any sizes as approved by Engineer -in -Charge in skirting , risers of steps and dados over 12 mm thick bed of cement mortar 1:3 and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 11.36 D.S.R

Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) D.S.R 22.14.1

Diluting and injecting chemical emulsion (Chlorpyriphos /Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRECONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment). 2.35.3.1 D.S.R

Providing and fixing 18 mm thick Granite of any colour and shade gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,oulding and polishing to edges to give high gloss finish etc. complete at all levels Area of slab over 0.50 sqm code 8.2.2.2

Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid D.S.R 17.3.1

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap D.S.R 17.7.2

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern D.S.R 17.4.1

Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size D.S.R 17.1.1

Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 15 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above give D.S.R 18.10.1

Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 20 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above give D.S.R 18.10.2

Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall -Iinternal work 25 mm dia. nominal bore as per direction of Engineer-in-charge, work to be execuated as per specification a rate of above give D.S.R 18.10.3

Providing and fixing 15mm DIA G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) D.S.R 18.46.1

Providing and fixing 20mm DIA G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) D.S.R 18.46.2

Providing and fixing 25mm DIA G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) D.S.R 18.46.3

Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 25 mm dia. nominal bore D.S.R 18.18.3

Providing and fixing gun metal non- return valve of approved quality (screwed end) : 25 mm nominal bore D.S.R 18.19.1.1

Providing and fixing uplasticised PVC connection pipe with brass unions : 15mm nominal bore D.S.R 18.21.2.1

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. D.S.R 18.48

Providing and fixing soil, waste and vent pipes : 100 mm dia Sand cast iron S&S pipe as per IS: 1729 D.S.R 17.35.1.1

75mm diameter :Sand cast iron S&S pipe as. per IS: 1729 D.S.R 17.35.2

Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia Sand cast iron S&S as per IS - 1729 D.S.R 17.38.1.1

Providing and fixing 100 mm plain bend of required degree.Sand cast iron S&S as per IS : 3989 D.S.R 17.39.1.2

Providing and fixing 75 mm plain bend of required degree.Sand cast iron S&S as per IS : 3989 D.S.R 17.39.2.2

Providing and fixing single equal plain invert branch of required degree :100x100x100 mm Sand cast iron S&S as per iron 1729

Providing and fixing 100 mm dia collar :Sand cast iron S&S as per IS - 3989 D.S.R 17.57.1.2

Providing and fixing 75 mm dia collar :Sand cast iron S&S as per IS - 3989 D.S.R 17.57.2.2

Providing and fixing single unequal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100 mm Sand cast iron S&S as per IS - 3989 D.S.R 17.47.1.2

Providing and fixing 600 x 455 mm. bevelled edge mirror of Saint Gobin or Modi float glass complete with 6 mm. thick hard board ground fix to wooden cleats with CP brass screws and washers etc. complete. D.R.S. 17.31

Providing and fixing terminal guard :Sand cast iron S&S as per IS - 3989 D.S.R. 17.56.1.2

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Sand cast iron S&S as per IS - 3989 D.S.R 17.60.2.1

Providing lead caulked joints to 100 mm dia pipe sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : D.S.R 17.58.1

Providing lead caulked joints to 75 mm dia pipe sand cast iron/centrifugally cast (spun) iron pipes and fittings of diameter : D.S.R 17.58.2

Providing and fixing M.S. stays and clamps for 100mm dia sand cast iron/ centrifugally cast (spun) iron pipes D.S.R 17.59.1

Providing and fixing M.S. stays and clamps for 75mm dia sand cast iron/ centrifugally cast (spun) iron pipes D.S.R 17.59.2

Providing & Fixing C.P. brass bib cock parryware make D.S.R 18.15.1

Providing & Fixing C.P. brass 15 mm dia Long boddy bib cock of approved quality conforming to IS standard & weighing not less then 690 gms D.S.R 18.51.1

Providing & Fixing C.P. brass 15mm nominal bore stop(conceald) cock of standard design & approved make conformin to IS: 8931 D.S.R 18.52.1

Providing & Fixing C.P. brass angle valve 15mm nominal bore D.S.R 18.53.1

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. D.S.R 18.65

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height D.S.R 17.73.1

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe 32 mm dia D.S.R 17.28.1.1

Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour.Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms D.S.R 17.69.1

Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :Kitchen sink without drain board 610x510 mm bowl depth 200 mm D.S.R 17.10.2.1

Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand) D.S.R 18.32.1

Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W.drain pipe 100 mm diameter and 1.20 m long complete as per standard design D.S.R 19.33

Earth work in excavation in trenches for foundation and for pipes cables etc. in ordinary soil including fitup to 1.5m and dressing of sides and ramming bottoms and disposal of surplus excavated earth as directed by the engineer with in a lead of 50m. 11-1-1-1 S.O.R (mord)

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material,labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 S.O.R.No-2-2 misc

40mm Cement concret flooring 1:2:4 laid in one layer finished with a floating coats of neat cement. S.O.R 15-8-A morth

Providing units of reinforced cement concrte 1:1.5:3(1cement :1.5 coarse sand:3graded stone aggregate 20mm.nomnal size) of strength not less than M-200 in lintels and band over door and windows excluding supply of reinforcement and its bending including. 12-11-A-2-1 S.O.R morth

Reinforcement for R.C.C work including straighting,cutting,bending ,placing in position and bending all complete TMT S.O.R 13-3 mord

Cement concrete RCC Grade M20 Using concrete mixer for reinforced concrete in pile cap complete as per drawing and Technical Specification 12-38-A-1 morth

Class 230 brick work on 1:4 cement and fine of 1.25 finessness modulus mortar in foundation and plinth excluding supply of all materials labour tools and plinth etc. required for proper completion of the work. S.O.R 11-5-2 mord

15 mm cement plaster in single coat on rough side on single or half brick wall fro interior plastering upto floor two level including rises internal rounded angles chambers and rounded angles not exceeding 80mm in grit and finished even and smooth. S.O.R 12-3 mord

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 code 3-4 mord

Granular sub-base course with Well Graded materials by mix in place method . Construction of granular sub-base by providing Well Graded local material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Table 400.1 , Technical Specification Clause 401. For Grading I Material 4-1-A-1 mord

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading II Material 4-1-A-2 mord

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 By Mechanical Means 4-7-3-B mord

Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 5-1-1 mord

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom 5-2 morth

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 5-9-1-1 mord

Seal Coat PSeal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the s Technical Specification Clause 510 By Manual Means Case - I : Type A Bitumen (S-90) 5-12-B-A-1 mord

Providing and spreading granular sub-base /base/surface course with local materials such as RBM(River Bed Material) in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with smooth wheeled roller to achieve the desired density. For Grading I Material code 4-1-A-1 mord

Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-incharge.(INCULDING P.C.C & R.B.M) S.O.R 6-6 mord

Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. S.O.R 6-4 mord

RIJWAN ALI