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| 1 | Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc ( not exceeding 1.5 M in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan ,depth upto 1.5 Mt including disposal of excavated earth upto 1 Mtr from cutting edges, disposed earth to be levelled and neatly dressed in . All kinds of soil. |
| 2 | Earth work in excavation by Mechanical means (Hydraulic excavator) in foundations drains, pipes and cables etc (not exceeding 1.5 M in width or 10 sqm on plan ) trenches including dressing of sides and ramming of bottoms lift |
| 3 | Dismantling manually /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead Bituminous road |
| 4 | Dismantling manually /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead Water Bound macadam road |
| 5 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead For Thickness of tiles 10 mm to 25 mm |
| 6 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead For thickness of tiles above 25 mm and upto 40 mm. |
| 7 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs lead in 1: 3: 6 or richer mix. |
| 8 | Demolishing cement concrete manually/ by mechanical means including disposal of material in with 50 mtrs lead in 1:4:8 or richer mix |
| 9 | Laying and fitting of GI pipes complete excluding cost of pipes and earth work15 mm dia |
| 10 | 20 mm dia. |
| 11 | 25 mm dia |
| 12 | 32 mm dia. |
| 13 | 40 mm dia. |
| 14 | 50 mm dia. |
| 15 | 65 mm dia. |
| 16 | 80 mm dia ( L ) |
| 17 | 80 mm dia ( M ) |
| 18 | 100 mm dia ( L) |
| 19 | 100 mm dia ( M) |
| 20 | 150 mm dia( L) |
| 21 | 150 mm dia( M) |
| 22 | Providing and fixing of GI pipes complete with G.I fittings excluding tenching and refilling etc. ( external work) 15 mm dia |
| 23 | 20 mm dia. |
| 24 | 25 mm dia |
| 25 | 32 mm dia. |
| 26 | 40 mm dia. |
| 27 | 50 mm dia. |
| 28 | 65 mm dia. |
| 29 | 80 mm dia ( L ) |
| 30 | 80 mm dia ( M ) |
| 31 | 100 mm dia ( L) |
| 32 | 100 mm dia ( M) |
| 33 | 150 mm dia(M) |
| 34 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 100 mm dia Ductile Iron Class K - 7 Pipes |
| 35 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 150 mm dia Ductile Iron Class K - 7 Pipes |
| 36 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 200 mm dia Ductile Iron Class K - 7 Pipes |
| 37 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 250 mm dia Ductile Iron Class K - 7 Pipes |
| 38 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 300 mm dia Ductile Iron Class K - 7 Pipes |
| 39 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 350 mm dia Ductile Iron Class K - 7 Pipes |
| 40 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 400 mm dia Ductile Iron Class K - 7 Pipes |
| 41 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 450 mm dia Ductile Iron Class K - 7 Pipes |
| 42 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 500 mm dia Ductile Iron Class K - 7 Pipes |
| 43 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 600 mm dia Ductile Iron Class K - 7 Pipes |
| 44 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 25 mm dia to 50 mm dia. |
| 45 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 65 mm dia to 100 mm dia. |
| 46 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM125 mm dia to 150 mm dia. |
| 47 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 200 mm dia. |
| 48 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM250 mm dia. |
| 49 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 300 mm dia. |
| 50 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 350 mm to 450 mm dia. |
| 51 | Fabrication of joints GI/ DI/ MS (complete Job) and involves the following items., Earth work excavation, Cutting of pipes with hack-saw, Refilling of excavated earth 90% Earth work item, Disposal of unserviceable material within 500 m by head load, Demolition of concrete/ Tiles/ Bituminious / WBM 500 mm to 600 mm dia |
| 52 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead 15mm to 40 mm dia nominal bore |
| 53 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead Above 40 mm nominal bore. |
| 54 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Upto 150 mm dia. |
| 55 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 150 mm to 300 mm dia. |
| 56 | Dismantling CI pipes including excavation and refilling trenches after taking out the pipes manually by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site with 50 Mtrs lead as per direction of Engineer incharge Above 300 mm dia. |
| 57 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 100 mm dia. |
| 58 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 125 mm dia. |
| 59 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 150 mm dia. |
| 60 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 200 mm dia. |
| 61 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 250 mm dia |
| 62 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 300 mm dia. |
| 63 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 350 mm dia. |
| 64 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 400 mm dia. |
| 65 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 450 mm dia. |
| 66 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 500 mm dia. |
| 67 | Providing lead caulked joints to spun iron or C.I and specials including testing of joints but including the cost of pig lead 600 mm dia. |
| 68 | Filling available excavated earth (excluding rock ) in trenches, plinth sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layers lead upto 50 M and lift upto 1.5 M |
| 69 | Disposal of surplus excavated earth complete Job upto 1 Km by Mech Transport ( Carriage) |
| 70 | Chequrred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and clearing etc. complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand) excluding cost of tiles ordinary cement without any pigment |
| 71 | Supply of Fitter ( 2nd class) |
| 72 | Supply of Labour (Mazdoor) |
| 73 | Supply of Masson a) Ist Class |
| 74 | Supply of Masson a) 2nd class |
| 75 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 100 mm dia. |
| 76 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 150 mm dia. |
| 77 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 200 mm dia. |
| 78 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 250 mm dia. |
| 79 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 300 mm dia. |
| 80 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 350 mm dia. |
| 81 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 400 mm dia. |
| 82 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 450 mm dia. |
| 83 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 500 mm dia. |
| 84 | Providing Push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing including the cost of rubber gasket 600 mm dia. |
| 85 | Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). |
| 86 | Locating/ Tracing of blockages/ leakages including excavation of pits. |
| 87 | Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) G.I.Pipe and fitting. |
| 88 | Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) Cement |
| 89 | Carriage of department material from Divisional store to site of work average distance 10 Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2022) sand |
| 90 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 100 mm dia |
| 91 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 150 mm dia |
| 92 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 200 mm dia |
| 93 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 250 mm dia |
| 94 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 300 mm dia |
| 95 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 350 mm dia |
| 96 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 400 mm dia |
| 97 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 450 mm dia |
| 98 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 500 mm dia |
| 99 | Carriage of pipe avg. 10 Kmt byMT Ductile Iron/ M.S.Pipes 600mm to 800mm dia |
| 100 | Carriage of Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site) G.I. Pipe and fitting |
| 101 | Carriage of Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site) Cement |
| 102 | Carriage of Departmental material from stacking place to site of work average 200 Mtrs by Head Load ( Paid as per actual distance involved at site) Steel |
| 103 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 200mm dia |
| 104 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 150mm dia |
| 105 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 100mm dia |
| 106 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 80mm dia |
| 107 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 65mm dia |
| 108 | Replacement of C.I sluice valves/Check valves complete with bolts, nuts, rubber insertions etc.(sluice valves/Check valves to be supplied by the Department) 50mm dia |
| 109 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 150mm dia |
| 110 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 100mm dia |
| 111 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 80mm dia |
| 112 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 65mm dia |
| 113 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 50mm dia |
| 114 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 40mm dia |
| 115 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 25mm dia |
| 116 | Fixing /Replacement of GM Gate valves/Brass stop cocks complete(Gate valves/stop cocks toi be supplied by the department) including bends, collars, unions and other allied items 20mm dia |
| 117 | Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40mm nominal bore |
| 118 | Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 50 to 80mm nominal bore |
| 119 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 100 mm dia |
| 120 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 150 mm dia |
| 121 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 200 mm dia |
| 122 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 250 mm dia |
| 123 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 300 mm dia |
| 124 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 350mm dia |
| 125 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 400 mm dia |
| 126 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 450 mm dia & 500mm dia |
| 127 | Carriage of D.I/M.S pipe from stacking site of work avg. 200 mtr by head load Ductile Iron/ MS Pipes. 60 mm dia, 700mm dia, 750m,m dia & 800mm dia |
| 128 | Clearing jungle including uprooting of rank vegetation, grass, brushwood, trees and saplings of girth upto 30 cm measured at height of 1 M above ground level and removal of rubbish upto 1 distance of 50 m outside the periphery of the area cleared |
| 129 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 130 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) |
| 131 | Demolishing dry brick pitching in floors,drains etc. including stackingserviceable material and disposal of unserviceable material with in 50 meters lead |
| 132 | Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm cement mortar including filling joints with fine sand (1:4mix) ( with F.P.S bricks) |
| 133 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth inCement Mortar 1:4 (1 cement : 4 coarse sand) |
| 134 | Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth inCement mortar 1: 6 (1 cement: 6 coarse sand) |
| 135 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 136 | Providing and laying in position cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level (1: 4: 8) 1. Cement: 4 coarse sand 8 Graded stone aggregate 40mm nominal size) crushed. |
| 137 | Dry stone pitching 225 mm thickness including cost of stone and preparation of surface “Nallah”. |
| 138 | Dry stone pitching (any thickness) excluding cost of stones On Horizontal |
| 139 | Dry stone pitching (any thickness) excluding cost of stones On Top copings of banks |
| 140 | Dry stone pitching (any thickness) excluding cost of stones On Slopes |
| 141 | Hand packing stones in wire-crates, excluding cost of crates and stones |
| 142 | Grouting of stone pitching using M-10 nominal mix concrete (max size of aggregate 20 mm nominal) @ 3.65 cum per 100 sqm on horizontal/ side slopes,complete including curing (Nallah) |
| 143 | Dumping of stone (excluding cost of stone) in horizontal on level. |
| 144 | supply of stone boulders (nallah) nominal size 225 mm (stack measurement reduced by 15%) |
| 145 | Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 metres lead In cement mortar |
| 146 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 M (stacks of cleaned bricks shall be measured) from brick work in cement mortar |
| 147 | Silt clearance from canals, inclusive of initial lead and lift (50 m and 1.5m respectively a) Dry |
| 148 | Silt clearance from canals, inclusive of initial lead and lift (50 m and 1.5m respectively a) Wet |
| 149 | Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders,disposal lead upto 50 M and lift upto 1.5 M |
| 150 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Sand average distance 10 Km by MT |
| 151 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Bajri above 40 mm average distance 10 Km by M.T. |
| 152 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Bajri Below 40 mm average distance 10 KM by M.T. |
| 153 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Stones average distance 10 Km by Mech. Transport. |
| 154 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Bricks average distance of 10 Km by Mech, transport |
| 155 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual distance involved at site) Tiles average distance of 10 km by Mech. Transport. |
| 156 | Carriage of material from stacking place to site of work average 200m by Head Load. Sand |
| 157 | Carriage of material from stacking place to site of work average 200m by Head Load. Bajri below 40 mm. |
| 158 | Carriage of material from stacking place to site of work average 200m by Head Load. Stone aggregate 40 mm and above |
| 159 | Carriage of material from stacking place to site of work average 200m by Head Load. Stones |
| 160 | Carriage of material from stacking place to site of work average 200m by Head Load. Bricks. |
| 161 | Carriage of material from stacking place to site of work average 200m by Head Load. Brick Tiles |
| 162 | Carriage of Alum from site of stacking up to bed of filtration plant by way of engaging labour |
| 163 | Clearance of GSR/ST/Dug well/OHT/Intake Tank by way of deployinglabour and disposal of rubbish as per direction of Engineer-in- charge |
| 164 | Providing and laying cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) All works upto plinth level |
| 165 | Providing and laying cement concrete 1:1.5:3 mix Walls |
| 166 | Providing and laying cement concrete 1:1.5:3 mix Slabs |
| 167 | Reinforcement of RCC |
| 168 | Whitewashing one or more coat on old work |
| 169 | Welding with Gen Set |
| 170 | Minor repair of bathroom |
| 171 | Form work for walls |
| 172 | Form work for Foundtion |
| 173 | Form work for Suspended floors/ roof |
| 174 | Form work for Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 175 | Form work for Edges of slab |
| 176 | RCC 1:1.5:3 all work upto plinth level |
| 177 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 178 | Removing white colour wash by scraping and sand papering and preparing the surface smooth incl. necessary repairs to scratches etc. complete |
| 179 | White washing with lime to give an even shade on New Work (three or more coats) |
| 180 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 181 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 182 | Applying priming coat: With ready mixed aluminum primer of approved brand and manufacture on resinous wood and ply wood |
| 183 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 184 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 185 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete On steel work |
| 186 | Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade |
| 187 | Painting with oil type wood preservative of approved brand and manufacture an old work (one or more coat) |
| 188 | Renewing glass planes with putty and nail wherever necessary incl. taking out old putty float glass panes of thickness 4.0 mm |
| 189 | Repair to plaster thickness 12mm to 20 mm in patches of area 2.5 sqm incl. cutting patches in proper shape and plastering wall surface with white cement polymer self curing incl. disposal of rubbish. All complete |
| 190 | Loading unloading of material by way of engaging labour |
| 191 | Barricading by way of fitting of G.I. pipes (15mm) |
| 192 | Barricading by way of fitting of G.I. pipes (20mm) |
| 193 | Barricading by way of fitting of G.I. pipes (25mm) |
| 194 | Barricading by way of fitting of G.I. pipes (32mm) |
| 195 | Barricading by way of fitting of G.I. pipes (40mm) |
| 196 | Repair of gate by way of weldiing and other material required |
| 197 | Engagement of sweeper |
| 198 | Opening of old wire crates and rebindingafter filling |
| 199 | Hand packing stone in wire crate excluding cost of crates and stones |
| 200 | Providing and fixing of check valve: a)100 mm dia |
| 201 | b) 80 mm dia |
| 202 | c) 65 mm dia |
| 203 | Providing and fixing of Sluicevalve: a)100 mm dia |
| 204 | b) 80 mm dia |
| 205 | c) 65 mm dia |
| 206 | d) 50 mm dia |
| 207 | Providing and fixing of gun metal gate valve: a) 80 mm dia |
| 208 | 65 mm dia |
| 209 | b) 50 mm dia |
| 210 | c) 40 mm dia |
| 211 | d) 32 mm dia |
| 212 | e) 25 mm dia |
| 213 | f) 20 mm dia |
| 214 | Note :- (1)If any item/ items not advertised in the above rate list but found necessary to be executed at site. The same shall be paid as per SSR 2022 on Contractors Appreciation / Depreciation. |
| 215 | Note :- (2)Any item either not advertised or not provided in SSR 2022 shall be paid as per actual lowest market rates. |
| 216 | Note :- (3) Any other dia of pipes/ pipe specials if required shall be issued by the department as per prevailing stock rates of the division. |
| 217 | Note :- (4)The material which is issued by the Department, the cost of material shall be deducted as per prevailing stock rates of this Division |
