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| 1 | 4.1// Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | 11.97// EXTERIOR FINISHING WALL AND ROOF SURFACES Finishing with Deluxe Multi surface paint system for interiors and exteriors usingPrimer as per manufacturers specifications : 1. Two or more coats applied on walls @ 1.25 litre/10 sqm over and including one coat ofSpecial primer applied @ 0.75 litre /10 sqm |
| 3 | 17.5// Clearing and Grubbing Road Land . Compacting Original Ground 3. Compaction of EarthworkCompaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressingof earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications |
| 4 | 17.6// Clearing and Grubbing Road Land . Construction of Embankment with Material obtained from Borrow pits NA Construction of EmbankmentCBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all leadand lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause305 of MORT&H specifications. |
| 5 | 17.14// Clearing and Grubbing Road Land . Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix methodConstruction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanicalmix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compactingwith vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading IIImaterial |
| 6 | 17.24//Clearing and Grubbing Road Land . Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper tosite, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achievethe desired density as per technical clause 406 of MORT&H specifications |
| 7 | 17.25// Clearing and Grubbing Road Land . Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat withbitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqmusing mechanical means as per technical clause 503 of MORT&H specifications |
| 8 | 17.26// Clearing and Grubbing Road Land . Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumenpressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as pertechnical clause 503 of MORT&H specifications |
| 9 | 17.30// Clearing and Grubbing Road Land . Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch typeHMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG30 @ 4.5% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control tothe required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactioncomplete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, noextra payment will be paid. Extra bitumen required will be considered as incidental to work. |
| 10 | 17.31// Clearing and Grubbing Road Land . Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (gradingII) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plantproducing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30@ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to therequired grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction completeas per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extrapayment will be paid. Extra bitumen required will be considered as incidental to work. |
| 11 | 34.2// Cast in Situ Cement Concrete M 20 Kerb with ChannelConstruction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCCon M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone withchannel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 1. Using Concrete Mixer |
| 12 | 34.15// Cautionary Sign Boards Advance Direction signboard 1200x1800 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mmangle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed toground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications.Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from anindependent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 |
| 13 | 34.26// Cautionary Sign Boards Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising 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 streaksand holes. |
| 14 | 4.14// Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil. |
| 15 | 11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) |
| 16 | 11.14// CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with afloating coat of neat cement on the rough side of single or half brick wall. |
| 17 | 7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cementmortar 1:6 (1 cement : 6 coarse sand) |
| 18 | 22.88// GI PIPES Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall 1. 15 mm dia nominal bore |
| 19 | 22.162// C.I. SLUICE VALVES/ FIRE HYDRANTS and FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubberinsertions etc. (the tail pieces if required will be paid separately) : 3.1. 150 mm diameterClass I |
| 20 | 6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate20 mm nominal size) |
| 21 | 6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 gradedstone aggregate 20 mm nominal size) |
| 22 | 6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.Suspended floors, roofs, landings, balconies and access platform |
| 23 | 20.14// C FIXING OF C.I. VALVES HYDRANTS Providing and fixing cast iron double air valves of size given below marked with IS: 14845 includingcarriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects tothe satisfaction of Engineer-in- charge. (Rate is same for 65mm/80mm/100 i/d pipes) 3. 100 mm i/d |
| 24 | 20.63// L FILTER MEDIA `Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandSpipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints asper IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as perTechnical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 2. 150 mm i/d |
| 25 | 20.64// L FILTER MEDIA Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade SandSpipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints asper IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as perTechnical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. 1. 100 mm i/d |
| 26 | 20.68// L FILTER MEDIA Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standardspecials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with intrenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specificationsand as per direction of Engineer. 1. Up to 300mm dia |
| 27 | 4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming ofbottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2.All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. |
| 28 | 6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wireetc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers andannealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included inthe rates for reinforcement. 3. Cold twisted bars |
| 29 | 4.12// Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in widthas well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 30 | 21.28// C FIXING INCLUDING CARRIAGE Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour,confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels dulyembedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to thesatisfaction of Engineer-in-charge |
| 31 | 21.43// E SALT GLAZED STONEWARE PIPE SEWERS AND DRAINS Extra over the rate laid down in this schedule for cement concrete work moremaking and finishing benching and complicated floor work in manholes, including formation of channels and bulldozing and smooth finishingthe surface accurately to template. |
| 32 | 11.5// CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) |
| 33 | 11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) |
| 34 | 11.9// CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarsesand) |
| 35 | 11.52// RENDERING ON RCC SURFACE Cement rendering on plaster 1 mm thick |
| 36 | 10.100// OTHER MISCELLANEOUS ITEMS USED FOR FLOORING 0 Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stoneaggregate 40 mm size in foundation and plinth. |
| 37 | 7.20// B BRICK WORK Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar1:4 (1 cement : 4 coarse sand) |
| 38 | 7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cementmortar 1:4 (1 cement : 4 coarse sand) |
| 39 | 21.93// N MANHOLE CHAMBERS Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting thesame to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handlingetc. complete in all respects to the satisfaction to the Engineer-in-charge. 1. Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening |
| 40 | 21.93// N MANHOLE CHAMBERS Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting thesame to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handlingetc. complete in all respects to the satisfaction to the Engineer-in-charge. 3. Type:- Extra Heavy Duty Set (EHD-10) 560MM Clear Opening |
| 41 | 21.94//N MANHOLE CHAMBERS Providing salt glazed stone ware pipes grade ‘A’ in standard length of 600 mm each pipe marked with IS: 651 andtheir lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 including the cost of jointing materials as well ascarriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. 3. 200mmi/d |
| 42 | 22.222// HDPE pipes for Drainage Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 ofE.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. 1.1. Single Socket Type A160mm o/d SWR UPVC pipe lines laid complete |
| 43 | 6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate20 mm nominal size) |
| 44 | 6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate40 mm nominal size) |
| 45 | 6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate20 mm nominal size) |
| 46 | 6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 gradedstone aggregate 20 mm nominal size) |
| 47 | 6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.Suspended floors, roofs, landings, balconies and access platform |
| 48 | 20.91// BOKKY TYPE SHELLO TUBWELL Providing and Lowering 225 mm outer dia UPVC pipe threaded (10kg/CM2) duly ISI marked IS Code12818:1992 complete in all respect as per directions of Engineer-in-charge |
| 49 | 4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming ofbottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2.All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. |
| 50 | 6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wireetc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers andannealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included inthe rates for reinforcement. 3. Cold twisted bars |
| 51 | 4.12// Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in widthas well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineerin-charge. 1. All kinds of soil |
| 52 | 21.28// C FIXING INCLUDING CARRIAGE Providing and fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour,confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910encapsulated on 12mm dia ribbed steel bars per IS :1786. The rate include cost of setting the same to correct lines and levels dulyembedded in 1:2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to thesatisfaction of Engineer-in-charge |
| 53 | 11.8// CEMENT PLASTER (IN COARSE SAND) 12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) |
| 54 | 11.9// CEMENT PLASTER (IN COARSE SAND) 15 mm cement plaster on rough side of single or half brick wall of mix: 1. 1:4 (1 cement: 4 coarsesand) |
| 55 | 7.21// B BRICK WORK Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cementmortar 1:4 (1 cement : 4 coarse sand) |
| 56 | 22.168// STONE WARE PIPES AND FITTINGS Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiffmixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 3. 250 mm dia. R.C.C. pipe |
| 57 | 21.87// M Masonry Chambers Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) includingdressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) infoundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with afloating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neatcement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutelysmooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (asSpecified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 1.1. Single road gully chamber - Size: 610mm x457mm x 800mm |
| 58 | 21.87// M Masonry Chambers Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) includingdressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) infoundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with afloating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neatcement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutelysmooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (asSpecified in item No. Item 21.48) complete to the requirement of the Engineer in-charge 2.1. Double Road Gully Chamber - Size 1448mm x457mm x 800mm |
| 59 | 21.95// N MANHOLE CHAMBERS Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketedjoints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antiternmite as required at sitein to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting ofconcrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with enddowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting andfinishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartageloading and unloading complete in all respects. the internal diametric of the sewer being: 2. 400 mm |
| 60 | 6.1// A CEMENT CONCRETE (CAST IN SITU) Providing and laying in position cement concrete of specified grade excluding the cost of centeringand shuttering - All work below plinth level and up to Floor IV level: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate20 mm nominal size) |
| 61 | 6.14// D REINFORCED CEMENT CONCRETE Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 gradedstone aggregate 20 mm nominal size) |
| 62 | 6.30// I CENTRING AND SHUTTERING (FORM WORK) Centering and shuttering including strutting, propping etc. and removal of form for 3.Suspended floors, roofs, landings, balconies and access platform |
| 63 | 4.16// Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming ofbottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3.All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. |
| 64 | 6.33// J STEEL REINFORCEMENT Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening,cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wireetc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for differentdiameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers andannealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included inthe rates for reinforcement. 3. Cold twisted bars |
| 65 | N.S.// ANALYSIS OF RATE FOR PROVIDING and FIXING OF PLOT INDICATOR SIZE 1’ X 2’ |
