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| 1 | Earthwork in excavation by mechanical means( Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil |
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundationtrenches 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 m. All kinds of soil |
| 3 | Fillingavailable excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidationg each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5 m. All kinds of soil |
| 4 | Supplying and filling inplinth, under floor, foundations etc.with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level: |
| 6 | i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brickaggregate20 mm nominal size) |
| 7 | ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brickaggregate20 mm nominal size) |
| 8 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level. |
| 9 | i)1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate20 mm nominal size) |
| 10 | ii)1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded stone aggregate20 mm nominal size) |
| 11 | iii)1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate20 mm nominal size) |
| 12 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement. |
| 13 | i). 1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope 15º landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- |
| 15 | i) 1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 16 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more then 150upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement, with- |
| 17 | i) 1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate 20 mm nominal size) |
| 18 | Extra for R.C.C./B.M.C./R.M.C work above floor V level for each flour floors or part thereof |
| 19 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 20 | i) Thermo-mechanically treated bars of grade Fe-500D or more |
| 21 | Reinforcement for RCC works including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 22 | i) Thermo-mechanically treated bars of grade Fe-500D or more |
| 23 | Extra for providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 24 | Centering shuttering including strutting, propping etc. and removal of form work for : |
| 25 | i) Foundations, footings, bases for columns etc. for mass concrete with timber plank. |
| 26 | ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. |
| 27 | iii) Dome upto 6 m span |
| 28 | iv)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 29 | v) Spiral staircases (including landing) cast in situ with ply |
| 30 | vi)Suspended floors ,roofs, landings, balconies and access platform with MS plates & props |
| 31 | vii)Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. |
| 32 | Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc including cost of de-shuttering and decentring at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, roof, landing, beams and balconies (Plan area to be measured). |
| 33 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (i)3.5m - 4.5m |
| 34 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (ii) 4.5m - 5.5m |
| 35 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (iii) 5.5m - 6.5m |
| 36 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (iv) 6.5m - 7.5m |
| 37 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.(v) 7.5m - 8.5m |
| 38 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (vi) 8.5m - 9.5m |
| 39 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.(vii)9.5m - 10.5m |
| 40 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (viii) 10.5m - 11.5m |
| 41 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (ix) 11.5m - 12.5m |
| 42 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (x) 12.5m - 13.5m |
| 43 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.(xi) 13.5m - 14.5m |
| 44 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.(xii) 14.5m - 15.5m |
| 45 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.(xiii) 15.5m - 16.5m |
| 46 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (xiv) 16.5m - 17.5m |
| 47 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (xv) 17.5m - 18.5m |
| 48 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (xvi) 24.5m - 25.5m |
| 49 | a) Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters. (xvii) 25.5m - 26.5m |
| 50 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (i) 3.5m - 4.5 m |
| 51 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (ii) 5.5m - 6.5m |
| 52 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (iii) 6.5m -7.5 m |
| 53 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (iv) 8.5m - 9.5m |
| 54 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (v) 9.5m -10.5 m |
| 55 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (vi) 11.5m - 12.5m |
| 56 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (vii) 12.5m -13.5 m |
| 57 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (viii) 14.5m - 15.5m |
| 58 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (ix) 15.5m -16.5 m |
| 59 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (x) 17.5m - 18.5m |
| 60 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (xi) 19.5m - 20.5m |
| 61 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (xii) 22.5m - 23.5m |
| 62 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (xiii) 24.5m - 25.5m |
| 63 | b) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. (xiv) 25.5m - 26.5m |
| 64 | c) Dome (i) 17.5m - 18.5m |
| 65 | c) Dome (ii) 18.5m - 19.5m |
| 66 | c) Dome (iii) 19.5m - 20.5m |
| 67 | c) Dome (iv) 22.5m - 23.5m |
| 68 | c) Dome (v) 23.5m - 24.5m |
| 69 | c) Dome (vi) 24.5m - 25.5m |
| 70 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply(i) 17.5m - 18.5m |
| 71 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply(ii) 18.5m - 19.5m |
| 72 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply (iii) 19.5m - 20.5m |
| 73 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply (iv) 20.5m - 21.5m |
| 74 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply(v) 21.5m - 22.5m |
| 75 | d) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply(vi) 22.5m - 23.5m |
| 76 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(i)3.5m - 4.5 m |
| 77 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(ii) 4.5 m - 5.5 m |
| 78 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(iii)5.5 m - 6.5 m |
| 79 | e) Spiral staircases (including landing) cast in situ with ply (waist slab) (iv)6.5 m - 7.5 m |
| 80 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(v) 7.5 m - 8.5 m |
| 81 | e) Spiral staircases (including landing) cast in situ with ply (waist slab) (vi)8.5 m - 9.5 m |
| 82 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(vii)9.5 m - 10.5 m |
| 83 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(viii) 10.5 m - 11.5 m |
| 84 | e) Spiral staircases (including landing) cast in situ with ply (waist slab) (ix) 11.5 m - 12.5 m |
| 85 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(x) 12.5 m - 13.5 m |
| 86 | e) Spiral staircases (including landing) cast in situ with ply (waist slab) (xi) 13.5 m - 14.5 m |
| 87 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(xii) 14.5 m - 15.5 m |
| 88 | e) Spiral staircases (including landing) cast in situ with ply (waist slab)(xiii) 15.5 m - 16.5 m |
| 89 | f) Spiral staircases (including landing) cast in situ with ply (riser) (i) 3.5m - 4.5 m |
| 90 | f) Spiral staircases (including landing) cast in situ with ply (riser) (ii) 4.5 m - 5.5 m |
| 91 | f) Spiral staircases (including landing) cast in situ with ply (riser) (iii) 5.5 m - 6.5 m |
| 92 | f) Spiral staircases (including landing) cast in situ with ply (riser) (iv) 6.5 m - 7.5 m |
| 93 | f) Spiral staircases (including landing) cast in situ with ply (riser)(v) 7.5 m - 8.5 m |
| 94 | f) Spiral staircases (including landing) cast in situ with ply (riser)(vi) 8.5 m - 9.5 m |
| 95 | f) Spiral staircases (including landing) cast in situ with ply (riser) (vii) 9.5 m - 10.5 m |
| 96 | f) Spiral staircases (including landing) cast in situ with ply (riser) (viii) 10.5 m - 11.5 m |
| 97 | f) Spiral staircases (including landing) cast in situ with ply (riser) (ix) 11.5 m - 12.5 m |
| 98 | f) Spiral staircases (including landing) cast in situ with ply (riser)(x) 12.5 m - 13.5 m |
| 99 | f) Spiral staircases (including landing) cast in situ with ply (riser) (xi) 13.5 m - 14.5 m |
| 100 | f) Spiral staircases (including landing) cast in situ with ply (riser)(xii)14.5 m - 15.5 m |
| 101 | g) Spiral staircases (including landing) cast in situ with ply (landing) (i) 3.5m - 4.5 m |
| 102 | g) Spiral staircases (including landing) cast in situ with ply (landing) (ii) 5.5 m - 6.5 m |
| 103 | g) Spiral staircases (including landing) cast in situ with ply (landing) (iii)6.5 m - 7.5 m |
| 104 | g) Spiral staircases (including landing) cast in situ with ply (landing)(iv) 8.5 m - 9.5 m |
| 105 | g) Spiral staircases (including landing) cast in situ with ply (landing)(v) 9.5 m - 10.5 m |
| 106 | g) Spiral staircases (including landing) cast in situ with ply (landing)(vi) 11.5 m - 12.5 m |
| 107 | g) Spiral staircases (including landing) cast in situ with ply (landing)(vii) 12.5 m - 13.5 m |
| 108 | g) Spiral staircases (including landing) cast in situ with ply (landing)(viii) 14.5 m - 15.5 m |
| 109 | g) Spiral staircases (including landing) cast in situ with ply (landing)(ix) 15.5 m - 16.5 m |
| 110 | h) Suspended floors ,roofs, landings, balconies and access platform with MS plates & props (i) 19.5m - 20.5m |
| 111 | h) Suspended floors ,roofs, landings, balconies and access platform with MS plates & props (ii) 25.5m - 26.5m |
| 112 | Steel work in welded built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc.complete as required . |
| 113 | i) In grating, frames, guard bar,railing brackets, gates & similar works all complete. |
| 114 | Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 115 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required. : |
| 116 | i. GI pipes |
| 117 | Half brick masonry work with first class bricks in foundation plinth including cost of all materials as required complete. |
| 118 | In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 119 | First Class Brick work in foundation and plinth including cost of all materials as required complete- |
| 120 | In Cement mortar 1:4 (1 Cement: 4 fine sand) |
| 121 | Providing and laying cement concrete 1:2:4 ( 1 cement : 2 fine sand : 4 graded stone aggregate ) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. |
| 122 | i) 40 mm thick with 20 mm stone aggregate (in side of drain) |
| 123 | 6 mm cement plaster of mix: |
| 124 | i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 125 | Extra for plastering exterior walls of height more than 10 m from GL for every additional height of 3 m or part thereof complete. |
| 126 | a) upto 10m - 13m |
| 127 | b) 13m - 16m |
| 128 | c) 16m - 18m |
| 129 | d) 18m - 21m |
| 130 | e) 21m - 24m |
| 131 | f) 24m - 25.35m |
| 132 | Extra for plastering |
| 133 | i) In spherial ceiling |
| 134 | 12 mm cement plaster of mix: |
| 135 | i) In cement mortar 1:5( 1 cement : 5 fine sand ) |
| 136 | Neat Cement Punning |
| 137 | Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test certifucate issued by the Manufacturer]: New work ( two or more coats applied @ 1.67 litre/10 sqm)over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm. |
| 138 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test certifucate issued by the Manufacturer]: Two or more coatson new work over an under coat of suitable shade with ordinary pain (primer) of approved brand and manufacture. |
| 139 | Providing & fixing of lighting arrestor of approved specificationi/c necessary earthing arrangement and direction of the Engineer-in-charge. |
| 140 | Providing and fitting fixing of water level indicator in over head tank of approved quality and make as per direction of the Engg-in-Charge. |
| 141 | Providing and fixing 30mm thick wire gauge shutters using galvanised M.S. wire gauge of average width of aperture 1.4mm with wire of dia. 0.63mm for doors, windows and clerestory windows including ISI marked stainless steel butt hinges with necessary screws. |
| 142 | Gamair wood |
| 143 | Making plinth protection 50 mm thick of cement concrete 1:3:6(1 cement:3 fine sand: 6 graded well burnt brick aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed & consolidated & grouted with fine sand including finishing the top smooth. |
| 144 | Providing and laying Double Flanged ( screwed / welded ) centrifugually ( Spun ) cast iron,class B ( IS : 1536 ) as per CPWD specification and direction of the Engineer - in - charge. |
| 145 | a)300 mm dia C.I. Double Flanged Pipe |
| 146 | b)250 mm dia C.I. Double Flanged Pipe |
| 147 | c)200 mm dia C.I. Double Flanged Pipe |
| 148 | Providing and laying flanged C.I. standard specials such as tees, bends, collars, tappers, caps etc. Suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer-in-charge. |
| 149 | a) 300 mm dia |
| 150 | Providing flanged joints to double flanged C.I / D.I. pipes and special including testing of joints as per CPWD specification and direction of the Engineer -in -charge. |
| 151 | a)300 mm dia |
| 152 | b)250 mm dia |
| 153 | c)200 mm dia |
| 154 | Excavating trenches of required widthfor pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm(slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. |
| 155 | B.For G.I. / C.I. / D.I. pipes in new worka.In all kinds of soilii.For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 156 | Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as perCPWD specification and direction of the Engineer-in-charge. (the tail pieces, tappers etc. if required will be paid separately) |
| 157 | a)300 mm dia: |
| 158 | c) 200 mm dia: |
| 159 | Providing and fixing C.I. non-return valve of approved quality as perCPWD specification and direction of the Engineer-in-charge |
| 160 | i) 300 mm nominal bore |
| 161 | Providing and fixing C.I. Double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as perCPWD specification and direction of the Engineer-in-charge(The tail pieces, tapers etc.if required will be paid separately) |
| 162 | a)300 mm dia: |
| 163 | Providing and fixing C.I. sluice valves(with cap) complete with bolts, nuts, rubber insertions etc. (The tail pieces, tapers etc.if required will be paid separately) as perCPWD specification and direction of the Engineer-in-charge. A.P.N-1.6 |
| 164 | a)300 mm dia: |
| 165 | b)250 mm dia: |
| 166 | Providing & laying S & S Centrifugally Cast (Spun) Ductile Iron Class K-9 pipes conforming to IS:8329 as per CPWD specification and direction of the Engineer-in-charge. |
| 167 | a) 300 mm dia Ductile Iron Class K-9 pipes |
| 168 | Providing and laying S&S C.I. standard specials suitable for mechanical jointing as per IS: 13382 as per CPWD specification and direction of the Engineer-in-charge. |
| 169 | a) Upto 300 mm dia |
| 170 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer-in-charge. |
| 171 | A. D.I.all socketted Bend 90 degree300mm dia |
| 172 | B. D.I.all socketted Bend 45 degree 300mm dia |
| 173 | C. D.I.all socketted Bend 22.5 degree 300mm dia |
| 174 | D. D.I.all socketted Bend 11.25 degree300mm dia |
| 175 | E. D.I.all socketted tee 300x300x250mm dia |
| 176 | F. D.I. Flanged Socketted tail piece300mm dia |
| 177 | G. D.I. Flanged Spigotted tail piece 300mm dia |
| 178 | Charges for push-on (Tyton) joints to centrifugually (Spun) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. |
| 179 | 300mm dia |
| 180 | Charges for cutting D.I Pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. |
| 181 | 300mm dia |
| 182 | Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. Of required dia complete as per specification and direction of the Engineer-in-Charge. |
| 183 | By manual means |
