|
| 1 | Preparation of Sub- Base |
| 2 | Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground etc ….. Complete. |
| 3 | Compacting Original Ground.(i) Compacting original ground supporting embankment Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 4 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with material obtained from borrow pits with a lift upto 1.50 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. |
| 5 | Construction of granular sub-base by providing well graded material, mixing in mechanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 m, spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete (i) For Grading I Material. |
| 6 | Providing and laying spreading and compacting graded stone aggregate Wet Mix Macadam specification including pre mixing the materialk with water at OMC in Mechanical mixer (PUG MILLL) carriage of mixed materials by tripper to site, laying in uniform layers in sub base/ base course on the well prepared subbase and compacting with smooth wheel roller of 80-100 Kn weight to achieved the desired density including lighting, barricating and maintainance of divertion etc ………complete. By Mechanical mean with 1 km leads |
| 7 | Priming Coat(i) Low porosityProviding and applying primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer @ of 0.70 to 1.00 kg/sqm using mechanical means as per technical specification clause 502 |
| 8 | Providing and applying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per table 500.4 pre mix with bituminous binder transported to site upto a lead of 1000 m lay over previously prepared surface with paver finisher clause 504 etc ……. Complete. (B) With anti-stripping Agent19 mm Nominal size grading |
| 9 | Tack Coat Penetration Grade Bitumen (80/100)(i) Providing and supplying tack coat with penetration grade bitumen (S-90)using bitumen pressure distributor at the specified rate of 0.5 kg/sqm on the prepared WBM surface etc ………..Complete. |
| 10 | Semi Dense Bituminous ConcreteProviding and laying Semi Dense Bituminous Concrete with hot mix plant using crushed aggregates of specified grading as per table 500.14 MORTH pre mix with bituminous binder, transported to site upto a lead of 1000 m, layed over previously prepared surface with paver finisher to the required grade level and allignment and rolled to achieve the desire compaction as per Technical MORTH specification clause 508 etc ……. Complete. (A) Without anti-stripping Agent 10 mm Nominal size grading |
| 11 | Seal coat type AProviding and laying seal coat sealing the void in a bituminous surface laid to the specified levels, grade and cross fall .........Complete.Case-I Type A With anti-stripping Agent(I) Bitumen 80/100 grade |
| 12 | Loading and unloading of lime aggregate stone boulder brick aggregate kankar building rubbish crushed slag stone for masonry .. Complete. |
| 13 | i) Loading of lime aggregate stone boulder brick aggregatebuilding rubbish etc upto 30m. |
| 14 | Stone aggregate |
| 15 | Blindage |
| 16 | iii) Unloading of lime aggregate stone boulder brick aggregatebuilding rubbish etc upto 30m. |
| 17 | Stone aggregate |
| 18 | iv) Unloading of earth, sand, moorum, flyash by manual means including a lead upto 30m. |
| 19 | Blindage |
| 20 | Loading and unloading of bitumen drum by manual means |
| 21 | (i) Loading of bitumen drum by manual means upto 30m lead |
| 22 | (ii) Unloading of bitumen drum by manual means upto 30m lead |
| 23 | Haulage excluding loading and unloading. |
| 24 | Stone/ aggregate |
| 25 | Blindage |
| 26 | Bitumen |
| 27 | CASE- II UNSURFACED GRAVEL ROAD |
| 28 | Haulage of materials by tipper excluding cost of loading and unloading and stacking |
| 29 | Stone/ aggregate/blindage |
| 30 | RCC DRAIN |
| 31 | EarthworkinexcavationbyMechanicalmeans uptoa depthof 2 in below the existing ground level tor foundation, trenchesOf foundations, footings Of column/ walls, retaining walls,septictanketc.includingbailingoutwaterwherenecessaryand removal of surplus earth with alllead and lifts as directed and specified for the following classification Of soils. a) All kinds of soil (ordinary soiv hard soil/dense soil) |
| 32 | Providingsolingwithstone/bestqualitypickedjhamabrick, sandpackedand laid to level andin panel after preparing the subgrade as directedincludingalllabour andmaterials andif necessary dewatering, complete. b) Stone soling (i) 100 mm |
| 33 | Plain cement concrete floor base in prop1 :3:6 laidin alternate bays as specifiedwith coarse aggregate Of size13mm to 32 mmincludingdewateringifnecessary,andcuringetc. complete.c) 100 mm thick in prop 1:3:6 |
| 34 | REINFORCEMENTSupplying,fittingandfixinginpositionreinforcementbarsup tolstfloorlevel,conformingtorelevantI.S.CodeforFt.C.C. work/a.a.walling including straightening, cleaning, cutting and bending to propershapes and length as perdetails, supplying and binding with 20 G annealed blackwire and placinginpositionwithproperblocks,supports,chairs, spacers etc.complete. b) High Yield StrengthDeformed bars or Tor Bars |
| 35 | SHUTTERING & FORMWORK Centerlng andshutterlng lncludlng struttlng, propplng etc. andremoval of form for allheights complcte and as directed by Engineer in charge.Walls (any thickness)including attached pilasters,buttresses, plinth and string courses etc (using steel) |
| 36 | Reinforcedcementconcreteworkinwalls(anythickness), includingattachedpilasters,buttresses,fillets,columns, pillars, posts and struts etc. above plinth levelup to first floor level, excluding costofcentering, shuttering, finishing and reinforcementb) M20 or 1 :11/2: 3 |
| 37 | 15 mm thick Cement plaster in single coat on rough side of single or half brick wall for interior plastering up to 1st floor levela) In cement mortar 1:3 |
| 38 | Providingandplacinginposition100mmthick factorymade machine batched & machine mixed Precast BCC Pectangular Covers ondrainsof fcotpathof varioussizes,OfM-25grade cementconcreteforPICCwork,includingcostOfcentering, shuttering,reinforcementof8mmdia.TMTbarsofFe500 grade@maximum100mmc/conbothways,neatcement punningonfinishedsurface,properlyencasedonalledges with1.6mmthick,100mmwideMSsheetdulypaintedover primingcoat, reinforcementtobeweldedatedgeswithMS shect andproviding2Nos.12mmdia.bar for hooksetc.i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 39 | RCC DRAIN |
| 40 | Sand |
| 41 | Stone |
| 42 | Steel |
| 43 | Cement |
| 44 | BOUNDARY OF RUNNING TRACK |
| 45 | Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic etc(a) All kind ofsoil |
| 46 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the etc …... Complete. (b) Stone soling i) 100mm. |
| 47 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed(a) In prop. 1:3: 6 |
| 48 | Brick work in cement mortar with first class brick insuperstructure above plinth level up to first floor level in all shapes and sizes: (a) In proportion 1:4 |
| 49 | 15 mm cement plaster on the rough side of single or half brick wall of mix:a) 1 :4 (1 cement: 4 fine sand) |
| 50 | Extra for carriage including loading and unloadingand all charges complete beyond the initial lead of 5KM |
| 51 | Carriage of Sand |
| 52 | Carriage of Stone |
| 53 | Carriage of Brick |
| 54 | Carriage of Cement |
| 55 | CHAINLINK FENCING |
| 56 | Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic etc(a) All kind ofsoil |
| 57 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the etc …... Complete. (b) Stone soling i) 100mm. |
| 58 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed(a) In prop. 1:3: 6 |
| 59 | Coursedrubblemasonry (first sort)with hard stone in foundation andplinth with: (a) Cement mortar 1 :6 |
| 60 | 15 mm cement plaster on the rough side of single or half brick wall of mix:a) 1 :4 (1 cement: 4 fine sand) |
| 61 | ProvidingandfixingG.I.chainlinkfabricfencingOfrequiredwidthinmeshsize50x50mmincludjngstrengtheningwith2 mm dia. wire or nuts,bolts and washers as required complete as per the direction of Engineer-in-charge. a) Made of G.I. wire ofdia. 4 mm |
| 62 | Structuralsteelworkinsinglesection,fixedwithorwithout connectingplate,includingcutting,hoisting,fixinginposition and applying a priming coatof approved steel primer all complete. |
| 63 | Steelwork weldedinbuiltupsections/framedworkincluding cutting,hoisting, fixinginpositionandapplyinga primingcoat Of approvedsteelprimer using structural steeleta.as required. b) ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 64 | Painting with synthctic enamel paint of approved brand and manufacture of required colour to give an even shade: a New work (two or more coats over an under coat of suitable shade with ordinary paint Of approved brand and manufacture) |
| 65 | Extra for carriage including loading and unloadingand all charges complete beyond the initial lead of 5KM |
| 66 | Carriage of Sand |
| 67 | Carriage of Stone |
| 68 | Carriage of Stone |
| 69 | Carriage of Cement |
| 70 | PROVIDING AND LAYING OF SYNTHETIC TRACK |
| 71 | Providing and laying Synthetic Athletic Track of SANDWICH System having a minimum thickness of 13mm with valid product approval certificate and laboratory test certificates from World Athletics (IAAF) for minimum 13mm thickness, including markings on the surface all complete as per requirements/ specifications laid down by World Athletics (IAAF) and Class II certificationNOTE: 1. The agency should have supplied and installed at least 3 World Athletics (Earlier IAAF) Certified Synthetic Athletic Track Sandwich System inIndia with the same proposed product/brand including complete sub base during the last 5 years in their individual capacity and not as Joint Venture.2. The proposed product should be certified by World Athletic (Earlier IAAF) for a minimum thickness of 13MM for Class II Track.3. The proposed product/brand should be of European/American/Australian origin only |
| 72 | Gallery Cum Dressing Room |
| 73 | Earthwork in excavation by Mechanical means up to a depth of 2 m below the existing ground level tor foundation, trenches Of foundations, footings Of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification Of soils. |
| 74 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the etc …... Complete. (b) Stone soling i) 100mm. |
| 75 | Plain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed(a) In prop. 1:3: 6 |
| 76 | Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage, hooks, chairs, anchorage etc. and no measurements for the same is required)a) From Primary Sources like TATA/ SAIL/ESSAR/ JINDAL/ SHYAM/ RINL(C) TMT Corrosion resistant steel (CRS)reinforcement bar |
| 77 | SHUTTER/FORMWORKCenterlng and shutterlng lncludlng struttlng, propplng etc. and removal of form for all heights complcte and as directed by Engineer in charge. |
| 78 | Foundations, footings, bases of columns, etc. for mass concrete (using steel). |
| 79 | Providing shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick |
| 80 | Providing shuttering for Columns, Pillars, Piers, Abutments, Posts and struts (usingsteel). |
| 81 | Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 1 2 mm thick |
| 82 | Slabs, roofs, landings, balconies and access platform, shelves (using steel). |
| 83 | Weather shade. Chajjas, corbels etc., including edges (using timber) |
| 84 | Stairs/ spiral staircase, (excluding landings) (using timber) |
| 85 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping Of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per ls: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin- charge.a) All works up to plinth level |
| 86 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping Of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per ls: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineerin- charge.b) All works above plinth level up to first floor level |
| 87 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50m and lift up to 1.5 ma) With available excavated earth |
| 88 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50m and lift up to 1.5 mb) With borrowed earth/stone dust carriage up to 5 Km |
| 89 | Brick work with common burnt clay modular lst class bricks in foundation and in plinth:(b) In proportion 1:6 (1 cement : 6 sand) |
| 90 | Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes:(a) In proportion 1:4 (1 cement : 4 sand) |
| 91 | Half brick masonry with common burnt clay (non modular) lst class bricks in superstructure above plinth level up to first floor level,a)In proportion 1:3 (1 cement : 3 sand) |
| 92 | Providing wood work in frames Of doors, windows, clerestory windows and other frames, wrought trained and fixed in position with hold fast lugs or with dash fasteners of required diameter & length.(c) With 1st Class Local (i) (Pooma/Hollock/ Oak/ Gamari/and the like) |
| 93 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)(b) Sal wood i) 35mm thick |
| 94 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing andsimilar works, including applying priming coat of approved steel primer |
| 95 | 50 mm thick cement concrete flooring with concrcte hardener topping, under layer 38 mm thick cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mmnominal size) and top layer 12 mm thick cement hardener consisting Of mix 1 :2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg Of cemem or as per manufacturer\"s specifications. This includes cost of cement slurry, complete |
| 96 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc„ including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 97 | Providing corrugated G.S or galvanised iron sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and a.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat Of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost Of purlins, rafters and trusses and including cutting to size and shape wherever required. e) 0.50 mm thick with zinc coating not less than 275gm/sqm |
| 98 | Providing ridges or hips Of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 99 | 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). |
| 100 | Kota stone slabs 20 mm thick in risers of steps, skirting, 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 |
| 101 | 15 mm cement plaster on rough side Of single or half brick wall finished with a floating coat Of neat cement Of mix: a) In cement mortar 1:3 |
| 102 | 12 mm cement plaster finished with a floating coat of neat cement of mix: a) In cement mortar 1:3 |
| 103 | Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces:Water thinnable cement primer |
| 104 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade, including scaffolding: New work ITwo or more coats applied @ 1.43 ltr/10 sqm over and including priming coat Of exterior primer applied @ 2.20 kg/10 sqm) |
| 105 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade.(a) Priming coat with distemper primer |
| 106 | Wall painting with acrylic emulsion pain of approved brand and manufacture to give an even shade: New work (two or more coats) |
| 107 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications, including scaffolding: |
| 108 | b) Painting wood work with Deluxe Mufti Surface Paint of required shade. Two or moi.e coats applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 Itr/10 sqm Of approved brand and manufacture. |
| 109 | c) Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 110 | Extra for carriage including loading and unloadingand all charges complete beyond the initial lead of 5KM |
| 111 | Sand |
| 112 | Stone |
| 113 | Brick |
| 114 | Steel |
| 115 | Cement |
| 116 | Sanitation and Water Supply |
| 117 | Electrificcation |
| 118 | PROVIDING OF IRRIGATION LATERAL DRAIN OF THE INFIELD |
| 119 | Removal of unsuitable soil including loading and diposal upto 1000m lead but excluding compaction ground support embankment subgrade replacement by suitable soil etc …………..Complete. |
| 120 | Compacting Original Ground.(i) Compacting original ground supporting embankment Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scantified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. |
| 121 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with material obtained from borrow pits with a lift upto 1.50 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. |
| 122 | Earthwork in excavationby Mechanical means up to a depth of 2 in below the existing ground level tor foundation, trenches Of foundations, footings Of column/walls, retaining walls, septictanketc.includingbailingoutwaterwherenecessary and removal of surplus earth with alllead and lifts as directed and specified for the following classification Of soils. a) All kinds of soil (ordinary soiv hard soil/dense soil) |
| 123 | Laying of a geotextile 150 gsm non woven membrane, 100% polyester between granular subbase and prepared surface for prevent escape of the embankment material through the voids as well as to allow free movement of water without creating any uplift head as per drawing. |
| 124 | Construction of subsurface drain with perforated pipe of 100 mm diameter of corrugated pipe, closely jointed(with end coupler and end caps), perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe,with wrapping and tie Geo synthetic fabric around pipe and 150 mm bedding below the pipe and 150 mm cushion above the pipe, cross section of excavation 300 x 300 mm |
| 125 | (A) By Mix in Place MethodConstruction of granular sub-base by providing well graded material, mixing in mechanical mix plant at OMC carriage of mixed material to work site upto a lead of 1000 m, spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete (i) For Grading I Material. |
| 126 | EAFITHWORK IN FILLINEarthworkinfilling(excludingrock)intrenches,plinth,sides offoundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 in and lift up to 1.5 m b) With borrowed earth/stone dust carriage up to 5 Km |
| 127 | Turfing with sod Finishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations etc .... complete |
| 128 | Extra for carriage i/c loading and unloading and all charges complete upto a lead of 5 KmsCarriage of earth and unserviceable materials |
| 129 | 5 - 10 Kms |
| 130 | 10 - 20 Kms |
| 131 | 20 Kms above |
| 132 | Loading and unloading of lime aggregate stone boulder brick aggregate kankar building rubbish crushed slag stone for masonry .. Complete.i) Loading of lime aggregate stone boulder brick aggregatebuilding rubbish etc upto 30m. |
| 133 | Stone aggregate |
| 134 | (ii) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m |
| 135 | iii) Unloading of lime aggregate stone boulder brick aggregatebuilding rubbish etc upto 30m.Stone aggregate |
| 136 | iv) Unloading of earth, sand, moorum, flyash by manual means including a lead upto 30m. |
| 137 | Haulage excluding loading and unloading. |
| 138 | CASE- I SURFACE ROADHaulage of materials by tipper excluding cost of loading and unloading and stacking |
| 139 | Stone/ aggregate |
| 140 | Earth |
| 141 | Blindage |
| 142 | CASE- II UNSURFACE ROAD |
| 143 | Stone/ aggregate |
| 144 | Earth |
| 145 | Blindage |
| 146 | RETAINING WALL CUM LAND DEVELOPMENT |
| 147 | Earthwork in excavation by Mechanical means up to a depth of 2 m below the existing ground level tor foundation, trenches of foundations, footings of column/ walls, retaining walls,septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils. |
| 148 | a) All Kinds of soil (ordinary soil/hard soil/dense soil) |
| 149 | b) in ordinary rock |
| 150 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation otc in layers not exceeding 20 cm thick including breaking Of clods, consolidating each layer by ramming and watering, lead up to 50 m and lift up to 1.5 m |
| 151 | a) With available excavated earth |
| 152 | b) With borrowed earth/stone dust carriage up to 5 Km |
| 153 | Providing soling with stone/ best quality picked jhama brick,sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete..(b) (i) Stone soling of thickness 100mm. |
| 154 | PLAIN CEMENT WORKSPlain cement concrete works in foundation bed for footing steps, walls, brick works etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately)(b) In prop. 1:4: 8 (1 cement:4 coarse sand :8 coarse agg. by volume (using mixture machine) |
| 155 | Plain cement concrete floor base in prop1 :3:6 laidin alternate bays as specifiedwith coarse aggregate Of size13mm to 32 mmincludingdewateringifnecessary,andcuringetc. complete. c) 100 mm thick in prop 1:3:6 |
| 156 | Coursedrubblemasonry (first sort)with hard stone in foundation andplinth with: a) Cement mortar 1 :6 |
| 157 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and up tl first floor level, a) Masonry work(first sort),in cement mortar1 :6 |
| 158 | Providing regular stone masonry in retaining walls etc. with coursed, hammer dressed or blunt chisel dressed stones of heavy section not less than 25x25x30 cm with proper key stone each not less than 25x25x75 cm long sct in cement mortar 1 :6 (1 cement: 6 sand) including filling of trenches and providing of weep holes at 1.20 to 1.50 metres apart staggered |
| 159 | Providing boulder or stone filling with boulders or stones 15 cm size, 60 cm wide behind the rctaining wall etc. complete as directed. |
| 160 | CEMENT PLASTER (IN FINE SAND) 20 mm cement plaster of mix: a) 1 :4 (1cement: 4 fine sand) |
| 161 | Pointing on stone work with cement mortar 1 :3 (1 cement: 3 fine sand): a) Flushed/ Pluled pointing |
| 162 | Extra for carriage including loading and unloadingand all charges complete beyond the initial lead of 5KM |
| 163 | Boulder |
| 164 | Stone |
| 165 | Sand |
| 166 | Cement |
| 167 | Earth work in excavation by manual/ mechanical means(Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 in in width as well as 10 sqm on plan) including getting outand disposal of excavated earth lead up to 50 in and lift up to1.5 in, as directed by Engineer-in-charge.a All kinds of soil |
| 168 | b)ln ordinary rock |
| 169 | DisposalOfsurplusearth/unserviceablematerialfromthe work siteincludingloading andunloadingcompleteasdirected.a) First 5 Km |
