Civil Works As Suggested By Mla At 78 Assembly Area Under Mahila Mla Road And Building Department (Special) 100 Percent Grant.- Excavation for foundation upto 1.5mt depth incl. sorting out and stacking of useful materials and disposing off excavated stuff upto 50m lead and lift. (SOR Page No. 67, Item No. 04001A to E) (Executed with MACHINARY) A) Loose or Soft Soil B) Dense or Hard Soil C) Hard Murrum D) Soft rock E) Hard rock. Ex.for foundation for Depth from 1.50 to 3.0m. Incl. sorting out and stacking of useful materials and disposing of excavated stuff up to 50m. Lead. (SOR Page No. 67&68, Item No. 04002A to E) Executed with MACHINARY A) Loose or Soft Soil B) Dense or Hard Soil C) Hard Murrum D) Soft rock E) Hard rock. 3 Filling available excavated earth (excluding rock) in trenches. 1 2 plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.(S.O.R Page No 69 Item Coad 4006) 4 Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering, remming and consolidating etc. complete..(S.O.R Page No 69 Item Coad 04009A) Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in .(S.O.R Page No 73 Item Coad 05003A) (A) Foundation and Plinth Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in(S.O.R Page No 73 Item Coad 05004A) (A) Foundation and Plinth Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in(S.O.R Page No 73 Item Coad 05006A) (A) Foundation and Plinth Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork in(S.O.R Page No 74 Item Coad 05010AA, 05010BA) (A) Foundation and Plinth (B) Independent peirs columns and pillars up to flor two levels. 5 8 7 6 Providing & laying cement concrete 1: 1.5 : 3 (1- Cement, 1.5- Coarse Sand, 3- graded stone aggregates 20mm nominal size and curing complete excluding cost of form work in (R.A. No A) Foundation and Plinth Independent peirs columns and pillars up to flor two levels. Providing and laying cement concrete work 1:2:4 (1- Cement 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) and curing complete excluding cost of formwork and reinforcement for reinforced concrete work in(S.O.R Page No 74 Item Coad 05011AA ,05011BA, 05011DA,05011EA 05011KA ) A) Foundations, footings, base or columns and mass concrete. B) Slabs, landings, sleeves, balconies lintels, beams, girders cantilever up to floor two level. D) Columns, pillars posts and struts up to floor level. E) Staircases excluding landing up to floor two level. K) Vertical and horizontal fins up to floor two level. Providing & laying cement concrete work 1: 1.5 : 3 (1-cement, 1.5- Coarse Sand, 3- graded stone aggregates 20mm nominal size ) and curing complete excluding cost of form work in (R.A.No. 14) A) Foundations, footings, base or columns and mass concrete. B) Slabs, landings, sleeves, balconies lintels, beams, girders 11 10 9 cantilever up to floor two level. C) Columns, pillars posts and struts up to floor level. D) Staircases excluding landing up to floor two level. E) Vertical and horizontal fins up to floor two levels. 12 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 mm nominal size) for reinforced concrete Chhajjas not exceeding 10cm. thickness upto floor two level including finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give smooth and even surface centering and formwork and curing complete excluding cost of reinforcement(S.O.R Page No74 Item Coad 05012A) 13 Providing & laying cement concrete 1:1.5:3 (1-cement, 1.5- Coarse Sand, 3- graded stone aggregates to mm nominal size for reinforced concrete chajjas not exceeding 10 cm thick ness up to floor two level including finishing the exposed surfaces with ceme (R.A.No. 15) 14 Providing Mild Steel reinfircement for R.C.C. work including bending binding, and placing in position complete upto floor two level.(S.O.R Page No74 Item Coad 05013A) 15 Providing H.Y.S.D. Bar reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.(S.O.R Page No74 Item Coad 05014AA) 16 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level(S.O.R Page No 74 Item Coad 05014BA) 17 Providing TMT bar F.E. 500D reinforcement for RCC work including bending, binding and placing in position complete to floor two level.(upto 10 ton) (SOR Page No. 75, Item Code.05014C) 18 Extra for additional lift of concrete for all R.C.C. work above floor two level excluding cost of reinforcmentl(S.O.R Page No 70 Item Coad 05015A) 19 Extra for additional lift of reinforcing steel for all R.C.C. work above floor two level.(S.O.R Page No 75 Item Coad 05016A) 20 Deduct for omiting in R.C.C. work smooth finishing of the exposed surface with cement mortar 1:3 (1-Cement : 3- Fine sand).(S.O.R Page No 75 Item Coad 5017) 21 Providing throating or plaster drip and moulding to R.C. Chhajja.(S.O.R Page No 75 Item Coad 5018) Providing upto floor two level precast cement concrete jali grill 1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size) reinforced with 1.6 mm dia. Mild steel wire including roughening,cleaning, fixing and finishing in cement mortar 1:3 and curing complete.(S.O.R Page No 75&76 Item Coad 05019A, 05019B, 05019C, 05019D, 05019E) A) 50 mm thick B) 40 mm thick C) 25 mm thick 22 D) 75 mm thick E) 100 mm thick 23 Extra for additional lift for providing and fixing in position precast R.C.C. units above floor two level(S.O.R Page No Item Coad 5020) Providing and Laying ordinary cement concrete 1:2:4 ( Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with curing etc. complete including the cost of formwork but excluding the cost reinforsement for R.C.C work in .(S.O.R Page No 77&78 Item Coad 05026A, 05026B, 05026C, 05026D, A) Slab up to 8cm thickness. B) Slabs having more than 8cm and up to 10cm thickness. C) Slabs having more than 10cm and up to 13cm thickness. D) Slabs having more than 13cm and up to 15cm thickness. Providing and laying ordinary cement concrete 1:2:4 ( Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) exposed work with curing etc. complete including the cost of formwork but excluding the cost reinforsement for R.C.C work in.(S.O.R Page No 78&79 Item Coad 05028A, 05028B, 05028C, 05028D, A) Slab up to 8cm. thickness. B) Slabs having more than 8cm and up to 10cm thickness. C) Slabs having more than 10cm and up to 13cm thickness. D) Slabs having more than 13cm and up to 15cm thickness. 24 25 Providing & laying ordinary cement 1:1.5:3 (1-Cement, 1.5- coars sand, 3-stone aggregates exposed work with curing etc., complete including the cost of from work but excluding the cost of reinforcement R. C. C. work in. (R.A.No.16) A) Slab up to 8cm. thickness. B) Slabs having more than 8cm and up to 10cm thickness. C) Slabs having more than 10cm and up to 13cm thickness. D) Slabs having more than 13cm and up to 15cm thickness. 27 Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) for R.C.C lintel including finishing smooth with,curing etc. complete including the cost of formwork but excluding the cost of reinforcement..(S.O.R Page No 79 Item Coad 5030) 28 Providing & laying ordinary cement 1:1.5:3 (1-Cement, 1.5- coars sand, 3-graded stone aggregates 20cm nominal size) for R. C. C. lintel. Including finishing smooth with curing etc., complete including the cost of from work and including the cost reinforce (R.A.No. 17) Providing and laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand : 4- graded stone aggregates 20 mm nominal size) and finishing smooth with,curing etc. complete 29 26 including the cost of formwork but excluding the cost of reinforcement for R.C.C work in .(S.O.R Page No 79&80 Item Coad 05031A1, 05031A2, 05031A3, & 05031B1, 05031B2, 05031B3) A) Beams 1) Having cross-sectional area more than 0.05 Sq.M and upto 0.08 Sq.M 2) Having cross-sectional areas more than 0.08 Sqm. and up to 0.12 Sq.M. 3) Having cross-sectional area more than 0.12 Sq.M and upto 0.18 Sq.M B) Columns 1) Having cross-sectional area 0.05 to 0.08 Sq.M 2) Having cross-sectional area more than 0.08 Sq.M and upto 0.12 Sq.M 3) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (S.O.R Page No 81 Item Coad 05033A1, 05033A2, 05033A3, & 05033B1, 05033B2, 05033B3) A) Beams 1) Having cross-sectional areas 0.05 to 0.08 Sqm. 2) Having cross-sectional areas more than 0.08 Sqm. and up to 0.12 Sq.Mt. 3) Having cross-sectional areas more than 0.12cm and up to 0.18 Sq.Mt. B) Columns: 1) Having cross-sectional areas 0.05 to 0.08 Sqm. 30 2) Having cross-sectional areas more than 0.08 Sqm. and up 0.12 Sq.Mt. 3) Having cross-sectional areas more than 0.12Sq.Mt and up 0.18 Sq.Mt. Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)( S.O. Page No 86 Item Coad 06002BA) (B) Conventional Extra for brick work in superstructure above plinth level upto floor two level (SOR Page No. 87, Item Code.06006B) (B) Conventional Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (SOR Page No. 89, Item Code.06008A2A) B) Conventional. Extra for half brick masonry in superstructure above plinth level upto floor two level. (SOR Page No. 90, Item Code.06010B) B) Conventional. Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement 31 32 35 33 34 mortar 1:3 ( 1-Cement : 3-coarse sand ) with 2 Nos of 6mm Mild steel round bars after every three course embedded Cement Mortar in foundation and plinth(SOR Page No. 90, Item Code.06009BA) (B) Conventional Extra for half brick masonry in superstructure above floor two level.(SOR Page No. 90 Item Code 06011BA) (B) Conventional Uncoursed Rubble Masonry with hard stone of approved quality in foundations and plinth .(SOR Page No. 92, Item Code 07001AA, 07001BA, 07001CA) (II) 1: 6(1-Cement, 5-Coarse sand) (II) 1: 5 (1-Cement, 5-Coarse sand) (III) In Lime mortar 1 : 1.5 (1 - Lime : 1.5 - Course Sand) Providing formwork of ordinary timber planking so as to give rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in.(S.O.R Page No95,96 Item Coad 09001AA, 09001B1A, 09001B2A, 09001CA, 09001G1A , 09001G2A, 09001H1A, 09001H2A, 09001IA, 09001KA, 09001LA, 09001MA, 09001QA) A) Foundations footing, bases of columns etc., and mass concrete. B) Flat surfaces such as soffits of slabs landing and the like. 1) Floors, etc., up to 200mm in thickness. 2) Floors, etc., above 200mm in thickess. C) Vertical Surface such as walls (any thickness) partitions 36 37 38 G) Columns, pillars posts and struts. 1) Square, Rectangle, Bar Polygonal in plan. 2) circular OR curved in plan. H)1)Sides and soffits of beams haunchings, Cantilevers Girder Bessemers and lintels not excluding 1m in depth. 2) Sides and soffits of beams haunchings, Cantilevers Girder Bessemers and lintels excluding 1m in depth. I) Edges of slabs and breaks in floor and walls. K) Small surfaces such as cantilever ends of steps, caps and bases to pilsters and columns and the like L) Chullah hoods weather shades, corbels etc., including edges. M) Stair case with slopping or stepped soffit including risers and stringers excluding landing. Q) Vertical Fins and Vertical sum breakers. Providing wood work in frames of Doors, windows cleare story windows and othersimilar works wrought, framede and fixed in position. (SOR Page No. 99, Item Code10001A) A) Indian Teak Wood. Providing and fixing 35 mm thick shutters for Doors, windows and clear story windows including anodised alluminium butt hinges with necessary screws. (SOR Page No. 99 , I.C 10004AA,10004BA,10004CA) A) Fully Paneled B) Fully glazed 40 39 C) Partly paneled and partly glazed. Providing & Fixing flush door shutters solid core construction with frame of first class hard wood with cross band and face veneer or plywood face an panels including anodized aluminum butt hinges with panels screws. (SOR Page No. 101, Item Coad 10011) B) Non decorative type and block board core anodized aluminum but hinges in flu door shutters. 2) 35mm thickness Extra for providing vision panel not exceeding 0.1 Sq.M. in all types of flush doors. (SOR Page No. 101, Item Coad 10013) A) Rectangular or squarer Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. with M.S. flats at required spacings and frame alround, square or round bars with round headed bolts and nuts or by screws. (SOR Page No.97, Item Coad 10025AA (A) Plain Grill (B) Ornamental Grill 44 Providing and fixing hard drawn steel wire fabric 75mm x 25mm mesh or weight not less than 7.75 kg. per Sq.M. to window frames etc. including 60 x 20mm beading of teak wood. (SOR Page No.1032, I.C 10026A) 45 Providing and fixing Fly proof galvanised M.S. wire gauge of I.S.l gauge designation 85 G. with wire of dia.0.56 mm to windows and celevating windows including 60 x 20mm beading of teak wood. (SOR Page No. 102, I.C10027A) 43 42 41 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian teak wood frames 10 cm x 7 cm. size including black enamelled iron oxidixed fixtures and fastenings including primer coat of approved quality and two coats of oil painting etc, complete. (SOR Page No. 103, I.C 10031A,10031B,10031C) A) Fully glazed B) Fully paneled C) Partly Paneled Partly Glazed 47 Deduct for providing and fixing 25mm thick shutters instead of 35 mm thick shutters including oil paining etc. complete. (SOR Page No.104, I.C 10035) 48 Providing and fixing M.S. Fan clamps type 1 to 16mm dia M.S. bar bent to shape with hooked ends to R.C.C. slabs curing, laying including painting the exposed portion of loops, all as per standard design complete. (SOR Page No. 116, I.C 11010) 49 Providing and fixing EZ-7 section door/window frame including welding and fixtures fastenings including 3 coats of approved enamel oil paint etc complete. (SOR Page No.117, I.C 11013) Providing and fixing sheet glass, selected quality (Type-C) bedded in putty and fixed with wooden beading including the cost of wooden beadings of first class teakwood and necessary 46 50 cutting of glass. (SOR Page No. 122, I.C 13001A, 13001B) A) 5mm thick B) 6mm thick Providing and fixing sheet glass ordinary quality bedded in putty and fixed with wooden beadings including the cost of wooden beadings of first-class teak wood and necessary cutting of glass.(SOR Page No. 122, I.C 13003A,13003B) 1) 3mm thick 2) 4mm thick Providing and laying precast terrazo tiles 20mm thick with marble chips of sizes. upto 6mm in skirting and risers of steps not exceedings 30 cms. in height on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand ) jointed with neat cement slurry including rubbing and polishing complete with tiles of. (SOR Page No. 126 , I.C 14005AA, 14005CA) A) Light shades using white cement B) Dark shades using ordinary cement. 53 Providing & Laying white or coloured glazed tiles 6mm thickness in flooring treads of steps and landing laid on a bed to 12mm thick cement mortar 1:3 (1-cement, 3- coarse sand) with flush pointing in white cement. (SOR Page No.127, I.C 14008AA) 54 Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1- cement : 3-coarse sand) and jointed with white cement slurry (SOR Page No. 128, I.C 14009AA) 52 51 Providing and laying rough chiseled dressed stone flooring over 20mm average thick base of cement mortar 1:5 (1-Cement : 5- coarse sand) or L.M. 1:1.5 (1-Lime putty : 1.5 - coarse sand) including pointing with cement mortar 1:2 (1-cement : 2-stone dust) etc. complete. (SOR Page No. 128&129, I.C 14014AA, 14014BA) A) 25mm thick B) 40mm thick. Providing and laying cement concrete flooring 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement. (SOR Page No. 129, I.C 14015AA, 14015BA) A) 40mm thick B) 50mm thick. Providing and laying precast cement concrete tiles 20mm thick with aggregate of sizes upto 6mm laid on floors, treads of steps and landing on 20mm thick bed of cement mortar 1:6 (1- cement : 6-coarse sand) or L.M. 1:1.5 (1 - Lime putty : 1.5 - coarse sand) jointed with neat cement slurry with pigment to match the shade of tiles complete with precast tiles of (SOR Page No. 129, I.C 14017A) C) Dark shade using ordinary cement. Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering 56 58 55 57 upto floor two level and finished even and smooth in (SOR Page No. 136, I.C 17002A,17002B,17002C) A) Cement mortar 1:3 (1-cement, 3-sand) B) Cement mortar 1:4 (1-cement, 4-sand) C) Cement mortar 1:6 (1-cement, 6-sand) 59 Extras over for finishing with a floating coat of net cement slurry (SOR Page No. 136, I.C 17004A) 60 20mm thick sand faced cement plaster on walls upto height 10 metres above ground level consisting of 12mm thick backing coat of C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. (SOR Page No. 137, I.C 17009) Pointing on Uncoursed stone masonry with cement mortar 1:3 (1-cement : 3-coarse sand) (SOR Page No. 138, I.C 17013A,17013B) A) Flush pointing B) Ruled pointing 62 Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar 1:1 including neat cement finishing, watering etc. complete. (SOR Page No.138, I.C 17015) 63 White washing with lime on wall surface (two coats) to give an even shade including thoroughly booming the surface to remove all dirt, dust; mortar drops and other foreign matter. (SOR Page No. 140, I.C 18001) 61 64 Colour washing with lime on wall surface (two coats ) over and including a primary coat of white washing to give an even shade after through brooming the surface to remove all dirt, dust, mortar drops and other foreigh matter. (SOR Page No. 134, I.C 18007) 65 Removing dry or oil bound distemper by a washing and scraping and sand papering the wall surface smooth including necessary repairs to scratches complete. (SOR Page No. 134, I.C 18014) 66 Distempeing (Two coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth (SOR Page No. 135, I.C 18021) 67 Distempeing (Two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with alkali resistance primer of approved brand after thoroughly brushing the surface and other foreign matter and also including preparing the surface even and sand parpered smooth. (SOR Page No. 135, I.C 18022) 68 Extra over Item 44 to 46 for every subsequent coat of approved brand and manufacture. (SOR Page No 135, I.C 18024) 69 Finishing wall with water proofing cement paint of on wall surfaces (Two coats) to give an approved brand and manufacture and of required shape even shade after thoroughly brushing the surface to remove all dirt and remains of loose powered materials. (SOR Page No. 136, I.C 18027) 70 Extra over Item 70 for every subsequent coat of water proofing cement paint of approved brand and manufacture. (SOR Page No.136, I.C 18028) 71 Wall painting (two coats) with plastic emulsion paint of approved brand and manufacture on undecorated wall surface to give an even shade including throughly brushing the surface free from mortar droppings and other foreign matter and sand papered smooth. (SOR Page No.136 I.C 18031) 72 Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even shade including cleanicn the surface of all dirt, dust and other foreign matter. (SOR Page No.136, I.C 19002) 73 Painting one coats (excluding priming coat) on previously painted steel and other metal surface with enamel paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.(SOR Page No. 136, I.C 19003) 74 Extra over item 72 and 73 for every subsequent coat of paint (SOR Page No. 137, I.C 19004) 75 Painting two coats (excluding priming coat) on new wood and wood based surface with enamel paint, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter sand papering and stopping. (SOR Page No. 137, I.C 19011) 76 Painting one coats (excluding priming coat) on previously painted wood and wood based surface with enamel paint, to give an even shade including cleaning the of all dirt, dust and other foreign matter. (SOR Page No. 138, I.C 19012) 77 Extra over item 75 and 76 for every subsequent coat of paint (SOR Page No.138, I.C 19013) 78 Finishing wall with weather Proof emulsion paint on wall surface (two coat ) to give an required shape even shade after thoroghly brushing the surface to remove all dirt, and remains of loose powdered material.etc complete.(SOR Page No.139 I.C 19031) 79 Applying priming coat over new steel and other metel surface after and including preparing the surface by throughly cleaning, oil,grease, dirt and other foreign matter and scoured with brushes fine steel wood, scrapers and sand paper with ready mixed priming paint brushing red lead. (SOR Page No. 136, I.C 19001) Appliying priming coat over new wood and wood based surface after and including preparing the surface by throughly 80 cleaning oil, grease, dirt and other foreign matter, sand papering and knotting. (SOR Page No.144, I.C 19009B,19009C) A) Ready mixed Paint, brushing wood primer pink. B) Ready mixed Paint, brushing, priming for enamel. 81 Polishing with french polish on new wood and wood based surface to give an even surface including cleaning, the surface of all dirt, dust and sand papering smooth and including a coat of wood filler. (SOR Page No. 144, I.C 19017) 82 Polishing with french polish on previously polished wood and wood based surface to give an even surface including cleaning, the surface of all dirt, dust and sand papered smooth and including a coat of wood filler. (SOR Page No. 144, I.C 19018) Demolition and disposal of unserviceable materials with all lead and lift. (SOR Page No.147, I.C 20001A, 20001B) A) Lime concrete B) Unreinforced cement concrete. Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (SOR Page No. 147, I.C 20002) A) R. C. C. work Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (SOR Page No. 147, I.C 20003A,20003B) A) In lime mortar B) In cement mortar 83 85 84 Providing and fixing to wall, ceiling and floor galvanised Mild steel tubes (Medium grade) of the following nominal bore, tube fitting and clamps including making good the wall ceiling and floor.(SOR Page No.161, I.C23001AA,23001BA, 23001CA, 23001DA, 23001EA, 23001FA.) A) 15mm dia B) 20mm dia C) 25mm dia D) 32mm dia E) 40mm dia F) 50mm dia Providing and laying in trenches galvanised mild steel tubes (Medium grade) of the following nominal bore, and tube fitting (Earthwork in trenches to be measured and paid for separately (SOR Page No. 154,155, I.C23002AA, 23002BA, 23002CA 23002DA, 23002EA, 23002HA) A) 15mm dia B) 20mm dia C) 25mm dia D) 40mm dia E) 65mm dia H) 80mm dia Providing and fixing cast iron spigot and socket soil, waste and ventilating pipes of the following nominal size.( 86 88 87 (SOR Page No. 156, I.C 23005BA,23005CA) B) 75mm dia C) 100mm dia Providing and fixing in position cowel went to pipes. (SOR Page No. 163, I.C 23006B,23006C) B) 75mm dia C) 100mm dia Providing and fixing cast iron (Spun) Nahni trap of the following nominal diameter of self cleaning design with C. screaed down or higned grating including cost of cutting and making good the walls and floor 100mm inlet and 50mm outlet. (SOR Page No. 163, I.C 23008) C) 100mm dia. Providing and fixing water closet squatting Pan (Indian type W.C. Pan) size 580mm (Earthwork, bed concrete, foot reste and trap to be measured and paid for separately) (SOR Page No. 163, I.C 23009) A) Vitreous Chine I) Long patter = white color Providing and fixing wsh down water closet (European type, W.C. Pan) with integral P or S trap including jointing the trap with soil pipe in Cement Mortar 1:1 (1-Cement : 1-fine sand) (Seal and cover to be measured and paid for separately)( (SOR Page No. 163, I.C 23010) A) Vitreous Chine I) in white colour Providing and fixing 100mm size P or S trap for water closet squatting pan including jointing the trap with the pan and soil pipe in cement Mortar 1:1 (1-Cement : 1-Fine sand) (SOR Page No. 1663, I.C 23011) 92 91 89 93 90 94 Providing and fixing in Cement Mortar 1:3 (1-Cement : 3- coarse sand)a, pair of white vitreous China 250mm x 130mm 30mm footrest to long pattern squatting pan water closet. (SOR Page No.163, I.C 23012) 95 Providing and fixing G.I. inlet connection for flush pipe with W.C. Pan (SOR Page No. 164, I.C 23016) Providing and fixing washbasin with single hole for pillar tap with C.I. or M.S. brackets painted white including sutting holes and making good the same but excluding fittings.( (SOR Page No.164, I.C 23018) (A) Vitreous Chine II) Flat back was basin 550mm x 400mm size 1) In white colour Providing and fixing Gun metal check or non-return fullway wheel valve. (SOR Page No. 166, I.C 23031A,B,C,D,E) A) 15mm dia B) 20mm dia C) 25mm dia D) 32mm dia E) 40mm dia Providing and fixing screw down bib taps of following size. (SOR Page No. 165, I.C 23028 A1,A2 & 23028B1,B2 23028C1, C2) 98 97 96 (A) Brass screw down bib tap polished bright. (i) 15mm dia. (ii) 20mm dia. (B) Brass chromium plated screws down Bib Tap. (i) 15mm dia. (ii) 20mm dia. (c) Gun metal screw down bib tap. (i) 15mm dia. (ii) 20mm dia. Constructing brick masonary chamber for underground C. Inspection chamber and bends with bricks having crushing strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with frame (Light duty) 455 mm x 610 mm intenal dimensions, total weight of cover with a floating coat of neat cement on walls and bed concrete etc comp. (SOR Page No. 174, I.C24016AA, 24016BA 24016CA,) (i) Inside dimensions 455 mm x 610 mm and 450 mm deep for single pipe line (ii) Inside dimensions 500 mm x 700 mm and 450 mm deep for pipe line with one or two inlets (iii) Inside dimensions 600 mm x mm and 450 mm deep for pipe lines with three or more inlets Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps. (SOR Page No. 171, I.C 24006AA, 24006B) (i) Square mouth traps A) 100mm x 100mm size P-type B) 150mm x 100mm size R-type 100 99 Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , tap etc. complete. (SOR Page No.166, I.C 23033) A) Which earth on ware flat back or corner type size 430mm x 260mm x 350mm Providing and laying (to level or slopes) and jointing with stiff mixture of Cement Mortar in proportion 1:1 Salt glazed stoneware pipes including testing of pipes and joints complete. (SOR Page No.170, I.C 24001AA, 24001BA) A) 100 mm dia B) 150 mm dia 103 Providing and laying jointing and pointing with stiff mixture of Cement Mortar 1:1 (1-Cement : 1-Fine sand) 150 mm internal diameter salt glazed stoneware half round channels. (SOR Page No. 171, I.C 24005A) Extra over item 24.1 for providing salt Glazed stoneware fittings. (SOR Page No.170, I.C 24004A1A,24004A2A) A) Bends of required degree (any redious) of Following nominal diameters. 1) 100 mm dia 2) 150 mm dia 105 Demolition of plaster only of brick of C. C. wall, ceiling by cheating etc., complete removal of unserviceable material read and lift for all floors. (R.A. No. 18) 106 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M. size 101 104 102 having weight not less than 35Kg. (SOR Page No. 167, I.C 23038) 107 Dismantling santtary fittings like wash basin . W.C. pan Indian and European type, flushing tank etc. including stacking the materials with all lead and lift.(SOR Page No. 148, I.C 20016) Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (SOR Page No. 147, I.C 20002) (i) R.C.C. work Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts and other attachment etc. complete and stacking them within all lead and lift. (SOR Page No.148, I.C 20013A,20013B) (I) Not Exceeding 3.00 Sq.Mt. in area (II) Exceeding 3.00 Sq.Mt. in area 110 Dismentling steel work including distempering and stacking the materials with all lead and lift. (SOR Page No.148 , I.C 20012) Writing letter or figures on any surface with black japan paint (stops,comas, hyphens and the like not to be measured and paid for separately) (SOR Page No. 145, I.C 19023A, 19023B ) A) Block (Letter / Figures) B) Indian (Letter / Figures) 111 109 108 Extra over items No 111 for using thick white paint instead of black japan paint. (SOR Page No.145, I.C 19024A , B) A) Block (Letter / Figures) B) Indian (Letter / Figures) 113 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete. (SOR Page No. 157, I.C 22001 ) Providing laying (to level or slopes) and jointing reinforced concrete Light duty non-pressure pipes I.S. class NP2 of the following internal diameter with collars and butt ends prepared for collar joints including testing of joints complete. (SOR Page No.171,172, I.C 24007BA,24007CA, 24007DA,24007EA, 24007FA, 24007GA, 24007HA ,24007KA , 24007MA) (B) 150mm (C) 250mm 112 114 (D) 300mm (E) 450mm (F) 500mm (G) 600mm. (H) 900 mm (K) 1000 mm (M) 1200 mm 115 Supplying and fixing precast R.C.C. papadi in C.C. 1:1.5:3 including cost of form work and cost of steel size L (variable) x B (varitable) x t (0.08 mt) including exposed work with curing etc. complete. (R.A. No.8) 116 Providing and laying 10cm x 15cm size Precast cement concrete beam (Pidhia) as long as required as directed by Engineer-in-charge. (R.A. NO. 19) 117 Carting of the excavated / surplus staff from the site of work within 5 km lead including spreading as directed – lime murrum, building rubbish (Statement No. 5 Page No. 253 Sr. No. 3.2.1.(A)(1) 118 Supplying and spreading crushed metal 40mm to 63mm size with all lead and lift including filling the interstices to required gradient and level (R.A. No. 1) Supplying of crushed stone aggregates, chippings etc. of hard stone of following nominal size free of disintegrated pieces deletarious and oraganic mater (for Bitumen surface dressing etc.) and grading as per I.R.C. Code (.SORP NO 179 IC 26012G) (vii) 6mm 119 Supplying and spreading soft murrum or hard murrum as per requirement and instruction of engineer-in-charge with all lead and lift including to required gradient and level (SOR P NO. 179 IC 26016A,B/26.13) (1) supplying of murrum /binding ,material (2) supplying of hard murrum 50mm to 150mmsize Rolling and consolidating water bound macadam (except laterite and Kankar) including watering not exceeding 150mm thickness (Main layer including binding materials ) including filling in depressions which occur during the process. (SOR Page No.180, I.C 26022) (A) With power roller exceeding 8 tonne and not exceeding 12 tonne. Providing and laying polished Kota stone slab flooring over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6- coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (SOR Page No128, I.C 14012AA, 14012BA,) (A) 25 mm thick (B) 30 mm thick 123 Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid on 10mm thick 121 120 122 cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed with pigment to match the shade of slab including rubbing and polishing etc. complete. (SOR Page No128, I.C 14013A) 124 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (SOR Page No.147, I.C 20005) Providing and laying controlled cement concrete M.250 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (SOR Page No.77, I.C 05025AA,05025BA, 05025CA, 05025DA) (A) Foundations, footings, Base of columns and Mass concrete. (B) Walls, from top of foundation level upto floor two level (C) Slabs,landing,shelves,Balconies, Lintels, Beams, Girders and Cantilever upto floor two level. (D) Columns, Pillars posts and struts, upto floor two level. 126 Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1- cement : 3-coarse sand) and jointed with white cement slurry (SOR Page No. 128, I.C 14009AA) 127 Providing and layingCeramic tiles 6mm thick in skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry ((SOR Page No. 128, I.C 14009BA) 125 128 P & L 24 x 24 vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for DARK shade (SOR Page No.128 , I.C 14020A) Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working pressure poluthene pipes of the following outside Dia. Low densidy, complete with special falnge compression type fittings, wall clipsetc. including making good the wall ceiling and floor. (SOR Page No.162, I.C 23004A,B,C,D,E) (A) 20 mm (B) 25 mm (C) 32 mm (D) 40 mm (E) 50 mm 130 Making connection of galvanised Mild steel distribution branch with galvanised mild steel main 50mm to 80mm nominal bore by providing and fixing tee including cutting and threading the pipes complete.(SOR Page No.162, I.C 23003) Providing and fixing M.I. fisher union for washbasin or sink. 129 131 (SOR Page No.164 I.C 23021A, 23021B) (A) 32 mm dia (B) 40 mm dia Providing and fixing pillar tap, capstan head, screw down high pressure with screws, shanks and back nuts. (SOR Page No.165, I.C 23029A, 23029B) (A) 15 mm dia (B) 20 mm dia Providing and fixing brass screw down stop tap. (SOR Page No.165&166, I.C 23030A, 23030B, 23030C) (A) 15 mm dia (B) 20 mm dia (C) 25 mm dia Providing and fixing chromium plated brass half trun flush cock of approved quality including fixing in pipe line etc. complete. (SOR Page No.166, I.C 23032A, 23032B,23032C) (A) 20 mm dia (B) 25 mm dia (C) 32 mm dia 135 Manufacturing and supplying divider in M250 as per design including necessary smooth finishing and curing complete including loading unloading and stacking the divider section, laying on directed site and joining with C:M 1:1 including excavation. (R.A.No. 20) 136 Dismentaling existing pipe railing and repairing and refixing the pipe railing etc. comp. (R.A. No. 21) 137 Refixing the existing divider as per instruction (R.A. No. 22) 132 134 133 138 Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 95mm x 24mm x 1.17mm @ wt.of 0.738 Kg/mt, horizontal Three track member size 92mm x 31.75mm x 1.30mm @ Wt.1.07 Kg/mt, vertical member of size 92mm x 31.75mm x 1.50mm ,@ Wt. 1.06 Kg/mt with sliding shutters of horizontal member size 40 mmx18mm x1.29mm @ wt.of 0.456 Kg/mt, vertical member of size 40mm x 18mm x 1.29 mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc (SOR Page No. 118 ,IC 11033) 139 Providing and fixing window having extruded aluminum Colour Powder Coated section frame main outer size 63.50 x 38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.0.659 Kg/mt with sliding shutters of horizontal member size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 1.29mm @ wt.of 0.456Kg/mt with 5 mm thick transparent bronze colour tinted float glass with powder coated aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as per details etc complete for window (SOR Page No. 118, IC 11034) 140 Providing and fixing 35mm thick factory made moulded door shuter consisting of solid core single leaf flush door of 30mm thickness, lipped with 15mm (5mm x 3) thick x 30mm width on one stiles and top rail and 10mm (5mm x 2) thick x 30mm width on the other stiles and bottom rails. The inner panel laminated with 2mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 raised panel design in different plain and /or prelim colours on one side after routing the moulded design on flush door and 2mm plain and/or prelim PVC sheet on other side using rubber adhesive on flush door and solvent cement adhesive on the PVC liping etc. complete as per direction of Engineer in charge, manufacture’s specification and drawing. (SOR Page No.108, I.C 10048 ) 141 Providing and fixing factory made polyvinyl chioride (PVC) door frame of the size 50 x 47 mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet, mitre out of two corners and joined with 2nos. of 150mm long brackets of 15 x 15mm M.s. Square tubes. The two vertical door profiles are to be reinforced with 19 x 19 mm m.s. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame shal be fixed to the wall using 65/100 mm long M.S. screws through the frame by using PVC fasteners. A miniumum of 4 nos. os screws to be provided for each vertical members and minium nos. for horizontal members etc. complete as per manufactures specification and direction of Engineer in charge. (SOR Page No. 109, IC 10050) Providing fixing carpet flooring including fixing with solution and cutting etc. comp. (Market Rate) (A) 2 mm thick 143 Repairing of existing door with necessary fitting, hinges etc. comp. & refixing (R.A. No. 23) 144 Dismantling and repairing and refixing the MS gate etc. comp. (R.A. No. 24) 145 Providing and fixing 1.50 m high (from GL) fencing with 1.85 m long M.S. angle posts 75 x 75 x 6mm and oil painting 2 coats fixed at 2.50 mt c / c with 9 (Nine) Horizontal lines of 142 galvanized steel barbed wire weighting 12 Kg. / 100 mt. strained and fixed to posts with G.I. steples including fixing the posts in ground with 0.50 x 0.50 x 0.50 mt. block in c.c. 1 : 1.5 : 3 etc comp. (R.A. No. 28) Rcc Precast M.H Fram & Cover Manufacture, Supply& Delivery At Store or at siteof work precast RCC M-200 Frame & cover suitable to drainage M.H And asper type design drawing including Cost of reinforcement M.S angles or Flat curing mold work etc.(GWSSB S.O.R 22-23 Pg No 16 & 17 Item Coad 10.4 A (1,2) 10.4.B (1,2) 10.4,C (1,2) 10.4.A Havy Duty (1) Frame Suitable For 50 Cm Opening Of MH (2) Cover Suitable For 50 Cm Opening Of MH 10.4.B Light Duty (1) Frame Suitable For 50 Cm Opening Of MH (2) Cover Suitable For 50 Cm Opening Of MH 10.4.C House Connection Chember Light Duty (1) Frame (2) Cover PVC pipe 10 kg/ sqcm (SOR Page No.25, I.C M442 to, M448) (1) 20 mm dia (2) 25 mm dia (3) 32 mm dia (4) 40 mm dia (5) 50 mm dia (6) 75 mm dia (7) 110 mm dia 146 147 PVC pipe 6 kg/ sqcm (SOR Page No25 , I. M452,M453,M454,M455,M450,M451,M449) (1) 20 mm dia (2) 25 mm dia (3) 32 mm dia (4) 40 mm dia (5) 50 mm dia (6) 75 mm dia (7) 110 mm dia Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. limpet washer or G.I. limpet washer. filled with white lead complete excluding the cost of purlins, Rafters and Trusses. (SOR Page No 131, I.C 15001A) (I) 0.80 mm thick sheet Steel work, riveted in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.(SOR Page No.115 I.C 11001AA,11001DA) (A) In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like. (D) In trussses and trussed purlins, upto 25 M. span and 15 M 148 150 149 ovarall height. Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint. (SOR Page No , I.C11002AA, 11002DA) (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like (D) In trussses and trussed purlins, upto 25 M. span and 15 M. ovarall height. 152 Filling in plinth with sand under floors including watering ramming, consolidating and dressing complete (SOR Page No. , I.C 04007A) Providing and laying cement concrete 1:3:6 (1- Cement : 3- Coarse sand : 6- crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (SOR Page No. , I.C 05005A) (A) Wall Caps / Coping Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (to level or slope) of I.S. class NP2 of following internal diameters. (SOR Page No. , I.C 26088AA, 26088BA, 26088CA, 26088DA, 26088EA, 26088FA, 26088GA) (i) 300 mm dia (ii) 450 mm dia (iii) 600 mm dia (iv) 800 mm dia 154 151 153 (v) 900 mm dia (vi) 1100 mm dia (vii) 1200 mm dia Supplying and fixing reinforced concrete heavy duty nonpressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 of following internal daimeters. (SOR Page No. , I.C 26089AA, 26089BA, 26089CA, 26089DA, 26089EA, 26089FA, 26089GA) (A) 300 mm dia (B) 450 mm dia (C) 600 mm dia (D) 750 mm dia (E) 900 mm dia (F) 1050 mm dia (G) 1200 mm dia 156 Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring mortar creme out upto surface using white cement including rounding off junctions and extending them upto 15 cm along the wall,clearing with water and oxalic acid etc. as directed. (SOR Page No. , I.C 14035) 155 Painting lines, deashes, arrows, letters etc on roads, Air fields and like in two coats with road marking paint, brushing including cleaning the surface of all dirt, dust and other foreign matter.(SOR Page No. , I.C 19025A, 19025B) (i) Over 10cm. in width. (ii) Up to 10cm. in width 158 Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary fittings and connection etc. complete on terrace (SOR Page No. I.C 22014) Providing and fixing 150mm wide 450mm over all semicircular plain G.I.sheet class-3 gutter with Iron brackets 40mm x 3mm size Bolts, Nuts, washers etc. including making necessary connection with rain water pipes. (SOR Page No. 131 I.C 15005A) (i) 0.8 mm thick sheet Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) (SOR Page no. 88, I.C 06002AA ) (A) Modular Extra for brick work in superstructure above plinth level upto floor two level (SOR Page No. 88, I.C 06006C) (C) Fly Ash Bricks Extra for brick work in superstructure above floor two level Item no. 163(SOR Page No. 88 I.C 06007A3A) (C) Fly Ash Bricks 162 160 161 159 157 (i) Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (SOR Page no. 90, I.C 06008A3A) C)Fly Ash Bricks Extra for half brick masonry in superstructure above plinth level upto floor two level. (SOR Page no. 90, I.C 06010C) C)Fly Ash Bricks Extra for half brick masonry in superstructure above floor two level. (SOR Page no. 90, I.C 06011CA) C)Fly Ash Bricks Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or L Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (SOR Page No 131 I.C 15002A) (1) 0.80 mm thick sheet Providing and Laying marble stone slab flooring over 20mm ( average) Base of cement mortar 1 : 6 ( 1-cement, 6 coarse sand ) or L.M. 1:1.5 (1- Lime putty, : 1.5- Coarse sand) laid and jointed with gray cement slurry including rubbing and polishing complate.(SOR Pg. No. 128, IC 14011A, It No. 14.36) (A) Marble Slab 25 mm thick 168 Granite slab (18 mm thick) one side polished 163 165 166 167 164 (SOR Page no. 15, Sr. No. 312, I.C. M253) 169 Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 mm braced with flat iron diagonals 20 x 5 mm size with top and bottom rails of T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys complete with bolts, nuts, locking arrangements, stoppers handles including applying a priming coat of red lead paint. (SOR Page No. 115, I.C 11003A) 170 Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. (SOR Page no.130 , I.C 14032) 171 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including mm Sand layer for levelling and filling the joint with sand proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. (SOR Page No.130, I.C14033) 172 Applying two coats of putty & two coats of primer of approved brand and manufacture on new wall surface to give an even shade including thoroughly brushing the surface free from mortar dropping and other foreign matter and sand papered smooth.(SOR Page No.139, I.C 19032,) 173 Extra over item 72for every subsequent coat of wall painting with plastic emulsion pain of approved brand.(SOR Page No.142 I.C 18032) 174 Providing and fixing in position with clamps etc. 32mm nominal internal diameter galvanised steel tube flush pipe for high level flushing cistern including connecting the flush pipe with cistern and closet and making good the walls and floors. (SOR Page No.164, I.C 23015) Providing and fixing plastic seat and cover for wash down water closer with C.P. brass hinges and rubber buffers. (SOR Page No. 164, I.C 23017) (B) Black plastic seal and cover. 176 Providing and laying chequered precast cement concrete tiles 22mm thick with aggegate of sizes upto 6mm in floors, treads of steps and landings on 20mm thick bed of C.M. 1:6 (1- cement : 6-sand) or L.M. 1:1.5(1-Lime putty : 1.5 coarse sand) joint with neat cement slurry with pigments to match the shade of the tiles. (SOR Page No. 129, I.C 14018AA) 177 Removing and scraping the dust etc. rubbish material and two coat of SBR (Rain Water tight) material with white cement etc. comp. chemical treatment (R.A. No. 25) Providing and fixing C.P. brass shower rose with 15mm or 20mm inlet. (SOR Page No.158, I.C 23023) (a) 100 mm dia each 179 Removing and scraping the dust etc. rubbish material and two coat of SBR (Rain Water tight) material with gray cement etc. comp. chemical treatment (R.A. No. 26) 178 175 Providing and laying controlled cement concrete M.200 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in ( S.O.R Page No. 81, I.C05033A1, C05033A2, C05033A3, 05033B1,05033B2,05033B3) A) Beams : 1) Having cross-sectional area 0.05 to 0.08 Sq.M 2) Having cross-sectional area more than 0.08Sq.M and upto 0.12 Sq.M. 3) Having cross-sectional area more than 0.12Sq.M and upto 0.18 Sq.M B) Columns: 1) Having cross-sectional areas 0.05 to 0.08 Sqm. 2) Having cross-sectional areas more than 0.08 Sqm. and up to 0.12 Cum. 3) Having cross-sectional areas more than 0.12cm and up to 0.18 Providing and laying controlled cement concrete M.250 exposed work with curing etc. complete including the cost of formwork but excluding the cost of reinforcement for R.C.C. work in (S.O.R Page No: 81, 82 I.C 05034A1,05034A2, 05034A3 & 05034B1,05034B2,05034B3 ) A) Beams : 1) Having cross-sectional areas 0.05 to 0.08 Sqm. 2) Having cross-sectional areas more than 0.08 Sqm. and up to 0.12 Sqm 3) Having cross-sectional areas more than 0.12cm and up to 0.18 181 180 B) Columns: 1) Having cross-sectional areas 0.05 to 0.08 Sqm. 2) Having cross-sectional areas more than 0.08 Sqm. and up 0.12 Sqm 3) Having cross-sectional areas more than 0.12cm and up 0.18 Sqm 182 Providing and fixing 12.5 Litres low level flushing cistern with a pair, of C.I. or Mild brackets, complete with fittings such as lead valve less syphon, 15mm nom.nal size brass ball valve with polythene float, C.P brass handle unions and couplings for connections, with inlet, outlet and overflow pipes, 40mm dia. porcelain enamelled flush bend including cutting holes in walls and making good the same connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for separately)(A) Vitreous China (I) In white colour (SOR Page No. 164, I.C 23013) 183 Providing and fixing 12.5 Litres high level C..I. flushing cistern with A pair of C.I. or Mild steel brackets, womplete with fittings such as syplionic arrangement, 15mm nominal size brass ball valve with polythene float, lever G.I. China (60 cm. and pull union and couplings for connections with inlet, outlet and overflow pipes etc. including cutting holes in walls and making good the same (overflow pipe to be measured and paid fo separately ) (SOR Page No. 164, I.C 23014) 184 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including packing the joints etc. complete. (SOR Page No.93, I.C 07010A) 185 White Stone Bela mesonry block in course in superstructure with stone of approved quality in Lime Mortar 1:6 (1-Cement 6- course sand) including packing the joints etc. complete. (SOR Page No. 93, I.C 07011A) Providing and fixing retro Reflective Engineering grade Board using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per requirement using epoxyprimer epoxy paint and carrying retro reflactive process by screen painting as directed etc. complete including transporting and fixing in C.C. 1:4:8 with necessary excavation curing etc. complete as per I.R.C type design. (SOR Page No. 187, I.C 26090) (A) Engineer Grade 186 Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge.( (SOR Page No. 188, 189, I.C 26092A, 26092B) (A) Engineer Grade (B) Class-B Type-4 Retro Reflective sheeting Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron 187 188 angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.((SOR Page No. 189,190, I. 26093A, 26093B) (A) Engineer Grade (B) Class-B Type-4 Retro Reflective sheeting. Regulatory/Mandatory signs :Providing and fixing sing boards made out of 2mm aluminium sheet; size 60cms. diameter circle as per the design of IRC-67-1977 pre treated with phospheting process & acid eteching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision engineer in charge.(SOR Page No. 190,191, I.C 26094A, 26094B) (A) Engineer Grade (B) Class-B Type-4 Retro Reflective sheeting. 189 STOP SIGN:-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge. (SOR Page No. 191&192 I.C 26095A,26095B) (A) Engineer Grade (B) Class-B Type-4 Retro Reflective sheeting. Parking Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 60 x 60cms. sequare plus 60 x 20cms rectangular additional plate as as per the design of IRC- 67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand post and 190 191 frame fabricated from suitable size iron angle of 35 x 35 x 3mm 75x75x6mm as required; painted with best quality epoxy coatings in black and white bends. the details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge. (SOR Page No. 181 & 189, I.C 26096A,26096B) (A) Engineer Grade (B) Class-B type-4 Retro Reflective sheeting 192 Providing and fixing retro Reflective Engineering grade Board using C.R.C. (M.S.) Sheet 2mm, angle iron 75 x 75 x 6mm. Descaling and degreasing the board as per requirement using epoxyprimer epoxy paint and carrying retro reflactive process by screen painting as directed etc. complete including transporting and fixing in C.C. 1:4:8 with necessary excavation curing etc. complete as per I.R.C type design. (SOR Page No.187, I.C 26090) 193 Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. (SOR Page No. 229 Item Coad 26161) Painting lines, deashes, arrows, letters etc on roads, Air fields and like in one coats with road marking paint, brushing including cleaning the surface of all dirt, dust and other foreign matter. (SOR Page No139, I.C 19026A, 19026B) (i) Over 10cm. in width. (ii) Up to 10cm. in width 195 Supplying Hydraulics Excavator. (Item coad H016 Pg. No. 61) 194 196 Supplying Tractor with Trolly for Transporation of Murrum, Drbris Material etc. Work. (SOR Pg. No. 62, Item Coad H0.22) 197 Supplying JCB Bracker (M.R.) 198 Supplying Hand Bracker (M.R.) 199 Supplying & Fixing Marble Takti.(R.A. No 6) Providing laying and jointing in true line and level of following dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials. (SOR Page No. 168, IC 23061,23062,23063,23064,23065) (A) 15 mm dia (B) 25 mm dia (C) 32 mm dia (D) 40 mm dia (E) 50 mm dia 200 Providing, laying and jointing in true line and level 160 diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735-1999 of approved make for drainage system pipe line, pipe shall be jointed with each other with rubber lubricant, pipe shall be fixed on wall using of PVC clamp of the size 160 mm diametre x 210 mm length x 196 mm heigh at every 2000 mm center to center or shall be concealed in walls as directed including necessary fittings such as bends, shoes etc. including testing of pipes and joints and jointed with adhesive solvent cement including cost of all materials. (SOR Page No. 169, I.C 23066 ,23067) (A) 160 diameter (B) 110 diameter Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the following nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of cutting and making good the walls.(SOR Page No. 169, I.C 23068,23069) (A) 100 mm diameter (B) 75 mm diameter Dewatering by pumping set of required capacity including temporary platform cating pumping at site and fixing the same in position including all accessories and fuel and lebour etc. 201 202 203 Complet .(GWSSB S.O.R 22-23 Pg No 104 Section 2 E Item No 1 Pump set Of Capacity 204 cement concrete1:2:4, 0.45 x0.45 x 0.45 with prestressed 0.10 MX0.10M size R.C.C poll with 2.1M height and poll distance center to center 2.5M joining the span with chain link wire fencing 55x55x3mm with joint ms plat 1.2M length 50mm width 6mm thick with nuts bolts fixing comp. (R.A. No. 29) 205 Supplying, spreading and stacking 40 to 63 mm size crushed metal with all lead and lift (Sor P. No. 179 R.A.1) 206 Supplying, spreading and stacking 20 to 25 mm size crushed metal with all lead and lift (Sor P. No. 179 R.A.2) 207 Supplying, spreading and stacking 10 to 20 mm size crushed metal with all lead and lift (Sor P. No. 179 R.A.3) Extra Height for every 10 cm (R.A.5) (C) For all types of manholes & Chamber Providing and laying controlled cement concrete for various grade as mention below including temping, vibrating, finishing curing etc. complete including the cost of form Work but excluding the, cost of reinforcement, and filling the expansion joint including proposing the and washing with water etc. complete (A) M150 (Sor P. No. 76 Item No. 5.8.1) (05023AA) (B) M200 (Sor P. No. 76 Item No. 5.8.2) (05024AA) (C) M250 (Sor P. No. 76 Item No. 5.8.3) (05025AA) 210 Supplying and spreading murrum / blinding material (Sor P. No. 179 IC No.26016A Item No. 26.13(i)) 208 209 211 Supplying and spreading 50mm to 150 mm size Hard Murrum (Sor P. No. 179 IC No.26016B Item No. 26.13(ii)) 212 Supplying and spreading coarse clean sharp sand (Sor P. No. 179 IC No.26015 Item No. 26.12) Providing and supplying, Lowering, Laying & Jointing ISI Standard RCC pipes (of Sulphate resisting Cement) in standard lengths of following class and diameter suitale for either collar joints or rubber ring joints including all taxes, insurance, transportation freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. comp.(GWSSB SOR - 2022-23 Page No. 15, Item no. 10.1.D, Part 1 &2 A (Material Sec) Class NP3 Test Pressure 0.7 Kg. / sq.cm (1) 150 mm dia (2) 200 mm dia (3) 250 mm dia (4) 300 mm dia (5) 350 mm dia (6) 400 mm dia (7) 450 mm dia 214 Asphalt sheet size 20 mm thick (MR) 215 Providing and laying 100 microne plastic polythin sheet at base (M.R.) Providing, Supplying, Lowering , Laying 216 (to level or slopes) 213 and jointing with stiff mixture of Cement Mortar proportion 1:1 Selt glazed stoneware pipes including testing of pipes and joints complete. (SOR Page No. 179, Item no. 24.1, Item Code 24001AA, 24001BA) (A) 100mm dia. (upto 10 ton) (B) 150mm dia. (upto 10 ton) 217 Supplying and sprading stone dust (SOR Page No. 31,sr.no 625 M 566) Providing and constructing Sewer manholes, scraper manholes and unit house connection chamber, as per the type design brick masonry in C. M. 1:5 and inside and outside 20mm thick plastering in C. M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200 fixing C. I. steps and fixing manhole frame and covers (But excluding supply of manhole frame and covers) over manholes and house connection chambers and fixing Manhole covers (but excluding supplying of manhole covers) over scraper manhole etc. complete,providing and fixing safety chain wherever necessary as per the stipulations in the type design complete as per latest CPHEEO manual.(excl. excavation).(GWSSB-2022-23 sor page no- 101 section 2D Item No.2 a1,2, ) Manhole type A Circular type having inside diameter of 1200 mm for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer) 1 Manhole type A as above but upto 1.0 M depth. No. 2 Extra depth beyond 1.0 M but upto 1.5 M depth for A type manhole above. R.Mt. 218 Manhole type B circular type having inside diameter of minimum 1500 mm and for depth from 1.5 M to 4.0 M (for 150 mm to 600(GWSSB-2022-23 sor page no- 101 section 2D Item No.2 b 1,2, ) Manhole type B as above but upto 1.5 M depth. 2 Extra depth beyond 1.5 M but upto 4.0 M depth for type B manhole above. 220 Providing and constructing rectangular brick masonry chamber for house connection as per type design in brick masonry in C. M. 1:3 including M-100 in foundation M-150 in benching inside plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping in M200 and fixing RCC precast manhole frame and covers, but Excl. supply of manhole and cover etc. complete excl. excavation (GWSSB-2022-23 sor page no- 101 section 2D Item No.4) 221 Providing, laying spreading and compacting quarry spalls having CBR not less than 30 including spreading in uniform layers and compacting with power roller etc. Complete (R.A.10) 219
