Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates For Budgam District For Execution Of Jal Jeevan Mission ( Jjm ) Works. ( Hilly Gravity 15 To 50 ) Wss Zagoo Khairan, Wss Sitaharan, Wss Shalnar Frestwar, Wss Palpora, Wss Mujpathri, Wss Kremshore, Wss Kralnewa, Wss Khasipora Chowdribagh, Wss Drung, Wss Gund Sogam, Wss Dembal Shumnag, Wss Dadampora Payeen, Wss Ahangar Mohalla Kulmash, Wss Sonpah, Wss Nowrozbaba Trappy, Wss Mulshulla, Wss Gamgulla, Wss Habar, Wss Chanthan Chakpora, Wss Batpora Nendwanpora, Wss Gamboora Palpora- 1 Earth work in excavation by manual means in trenches for foundations, drains,pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspitsand the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed. 2 All kinds of Soil 3 Ordinary Rock 4 Metalled Surface 5 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : 6 Providing and laying dry stone solling. 7 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) 8 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size)in foundation and plinth 9 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and strutsupto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 10 Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size 11 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) 12 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 13 Form work Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 14 Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. 15 Suspended floors, roofs, landings, balconies and access platforms. 16 Columns, pillars, piers, abutments, posts and struts 17 Arches, domes, vaults upto 6 m span 18 Lintel, beams, plinth beams, girders, bressumers and cantilevers. 19 Extra for arches, domes, vaults exceeding 6 m span 20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 21 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) 22 CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT 12mm Cement plasterfinished with a floating coat of neat cement of mix: 1 : 3( 1 cement : 3 fine sand) 23 Providing and incorporatingPGI sheet Strips 1.25 mm thickness at court joints 24 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 25 Providing and laying of filter media including all carriages etc . Complete job. 26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 27 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete Welded 28 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 gradedstone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate 29 Providing / fixing of ISI makesluice valve including all carriages upto site of work including cost of tail pieces, nuts bolts, MS flanges complete job (Kirloskar or Zolto make) 30 150mm dia sluice valve 31 100mm dia sluice valve 32 150 mm dia Ductile Iron Class K - 7 Pipes 33 100 mm dia Ductile Iron Class K - 7 Pipes 34 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 35 150mm dia pipes 36 100 mm dia pipes 37 Providing and fixing , installation sucessful commissioning of double flanged D.I pipe specials . 38 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface 39 Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) 40 Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work 41 100 mm dia pipes 42 80 mm dia G.I pipes 43 65 mm dia G.I pipes 44 50 mm dia G.I pipe 45 40 mm dia G.I pipes 46 25 mm dia G.I pipes 47 20 mm dia. 48 Making connection of G.I. distribution branch with G.I. main offollowing sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 49 15 to 40 mm dianominal bore 50 50 mmto 80 mmdia nominal bore 51 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) crushed 52 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work 53 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required. Made of G.I. wire of dia 4 mm 54 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 30 Kms 55 Cement and steel 56 Sand agg. 57 Stone Agg. 40 mm 58 Stone Agg. 20 mm 59 Stone solling avg. 60 100 mm dia D.I pipe 61 100 mm dia G.I pipe 62 80 mm dia G.I pipe 63 65 mm dia G.I pipe 64 50 mm dia G.I pipe 65 40 mm dia G.I pipe 66 25 mm dia G.I pipe 67 20 mm dia G.I pipe 68 Carriage of various materials from Dumping site of work to actual site of work by manual labour / ponies including handling / rehandling complete job. Avg.lead 1000 mtrs 69 cement 70 Steel 71 Solling 72 Sand 73 stone agg. 20 mm. 74 stone agg. 40 mm. 75 150 mm dia D.I pipe 76 100 mm dia D.I pipe 77 100 mm dia G.I pipe 78 80 mm dia G.I pipe 79 50 mm dia G.I pipe 80 40 mm dia G.I pipe 81 25 mm dia G.I pipe 82 20 mm dia G.I pipe 83 CEMENT CONCRETE (1:2:4): Providing & laying in position cement concrete of 1: 2: 4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size crushed) excluding the cost of Centering & Shuttering all work upto plinth level. ((16ft x 10 ftx0.5 ft) underground+ (13 ft x 7 ft x 1.5 ft ) above ground 84 Providing and fixing 15 mm dia G.I pipe 85 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately): 86 20mm dia 87 15mm dia 88 Fabrication and Providing and fixing of MS Flanged bends, Tees etc at required spots including earthwork refilling and all carriages 89 100mm dia 90 80mm dia 91 65mm dia 92 Manufacture / Providing and fixing of MS Flanged joints including cutting of pipes, threads, cost of nuts bolts, rubber jams, testing (complete) 93 150mm dia. 94 100mm dia 95 80mm dia 96 65mm dia 97 50mm dia 98 Road restoration by way of cutting road making good including supply of extra quantity material (Crushed aggregate etc and labour required including all carriages: Bituminous preparation 99 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : 100 15 mm to 40 mm nominal bore. 101 Above 40 mm nominal bore. 102 Providing / fixing of ISI makeGate valve including all carriages upto site of work including cost of tail pieces, nuts bolts, MS flanges complete job (Kirloskar or Zolto make) 103 80 mm dia Sluice valve 104 65 mm dia Gate valve 105 50 mm dia Gate valve 106 40 mm dia Gate valve 107 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared (Excluding built up area) 108 Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment). 109 Filling earth including spreading and ramming complete. 110 Providing laying cement concrete 1:1.5:3 mix (Dome) 111 walls 112 Ring beam 113 Edge of Slab 114 Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6mm and diagonals of M.S flat 30x6mm. 115 Applying priming coat with ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works 116 Restoration of Road Berm along pipe alignment to be damaged 117 Restoration of WBM road at spots 118 Restoration of WBM road with 25mm thick semidense 119 Restoration road with butiminous macadam & semidense 120 Centering and shuttering for edges of slab. 121 Provkding/fixing 0.75x0.60m steel lid cover with angle iron frame including locking systyem. Complete job 122 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 25 Kms 123 Cement and steel 124 Sand agg. . 125 Stone Agg. 40 mm 126 Stone Agg. 20 mm 127 Stone solling avg. 128 150 mm dia D.I pipe 129 100 mm dia D.I pipe 130 100 mm dia G.I pipe 131 80 mm dia G.I pipe 132 65 mm dia G.I pipe 133 50 mm dia G.I pipe 134 40 mm dia G.I pipe 135 25 mm dia G.I pipe 136 20 mm dia G.I pipe 137 Carriage of various materials from Dumping site of work to actual site of work by manual labour / ponies including handling / rehandling complete job. Avg.lead 750 mtrs 138 cement 139 Steel 140 Solling 141 Sand 142 stone agg. 20 mm. 143 stone agg. 40 mm. 144 150 mm dia D.I pipe 145 100 mm dia D.I pipe 146 100 mm dia G.I pipe 147 80 mm dia G.I pipe 148 50 mm dia G.I pipe 149 40 mm dia G.I pipe 150 25 mm dia G.I pipe 151 20 mm dia G.I pipe 152 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 20 Kms 153 Cement and steel 154 Sand agg. . 155 Stone solling 156 100 mm dia D.I pipe 157 80 mm dia G.I pipe 158 65 mm dia G.I pipe 159 50 mm dia G.I pipe 160 40 mm dia G.I pipe 161 25 mm dia G.I pipe 162 20 mm dia G.I pipe 163 Carriage of various materials from Dumping site of work to actual site of work by manual labour / ponies including handling / rehandling complete job. Avg.lead 500 mtrs 164 cement 165 Steel 166 Solling 167 Sand 168 stone agg. 20 mm. 169 stone agg. 40 mm. 170 100 mm dia D.I pipe 171 80 mm dia G.I pipe 172 65 mm dia G.I pipe 173 50 mm dia G.I pipe 174 40 mm dia G.I pipe 175 25 mm dia G.I pipe 176 20 mm dia G.I pipe 177 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 15 Kms 178 Cement and steel 179 Sand agg. . 180 Stone Agg. 40 mm 181 Stone Agg. 20 mm 182 Stone solling avg. 183 100 mm dia G.I pipe 184 80 mm dia G.I pipe 185 65 mm dia G.I pipe 186 50 mm dia G.I pipe 187 40 mm dia G.I pipe 188 25 mm dia G.I pipe 189 20 mm dia G.I pipe 190 Carriage of various materialsfrom Dumping site of work to actual site of work by manual labour / ponies including handling / rehandling complete job. Avg.lead 300 mtrs 191 cement 192 Steel 193 Solling 194 Sand 195 stone agg. 20 mm. 196 stone agg. 40 mm. 197 150 mm dia D.I pipe 198 100 mm dia D.I pipe 199 100 mm dia G.I pipe 200 80 mm dia G.I pipe 201 65 mm dia G.I pipe 202 50 mm dia G.I pipe 203 40 mm dia G.I pipe 204 25 mm dia G.I pipe 205 20 mm dia G.I pipe 206 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 10 Kms 207 Cement and steel 208 Sand agg. . 209 Stone Agg. 40 mm 210 Stone solling avg. 211 150 mm dia D.I pipe 212 100 mm dia D.I pipe 213 80 mm dia G.I pipe 214 65 mm dia G.I pipe 215 50 mm dia G.I pipe 216 40 mm dia G.I pipe 217 25 mm dia G.I pipe 218 20 mm dia G.I pipe 219 Carriage of variousmaterials by Mechnicaltransportfrom differentsourceupto the dumping siteof work includingloading , un-loadingand stacking etc avg lead 5 Kms 220 100 mm dia D.I pipe 221 80 mm dia G.I pipe 222 65 mm dia G.I pipe 223 50 mm dia G.I pipe 224 40 mm dia G.I pipe 225 25 mm dia G.I pipe 226 20 mm dia G.I pipe 227 Dismantling C.I. /D.i pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge 228 Upto 150 mm dia nominal bore. Di 229 Providing and laying of R.C.C. renforced pre cost cells of size 600mmx400mmx65mm of richexd mix 1:1.5:3 mix including centering shutring and incluiding renforcement andall safe carriages 230 150 /100 mm dia Reducer socket 231 Providing fixing of EC bags filled with earth at head site including digging,filling,sweing and placing with all carriages.
