Day To Day Emergent Nature Of Repairs- Maintenance For Restoration Of Water Supplies Under Various Water Supply Schemes In Mansar And Majalta Section As Per Nit 1 Earth work in bulk excavation by manual meansover areas (exceeding 30cm in depth, 1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50mtr. and lift upto 1.5 mtr.in all kinds of soil. 2 Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc. (not exceeding 1.5mtr in width) and for shaft wells, cesspits, and then like not exceeding 10 Sqm on plan, depth upto 1.5mtrin all kind of soils 3 Earth work in excavation by mechanical means (Hydraulic excavator) in trenches for foundation drains pipes cables etc (not exceeding 1.5mtr in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on pla) incl. dressing of sides and ramming of bottoms lift upto 1.5 mtr. including getting aboutof excavated earth anddisposel of surplus excavated earthin All kinds of soil 4 Fillingavailable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth and leat upto 50mtr. And lift upto 1.5 mtr. 5 Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50meters lead: 6 a) Water bound macadam road 7 b) Bituminous road 8 Dismantling GI pipes (external work) incl. excavation and refilling trenches after taking out pipes manually/ by mechanical means incl. stacking of pipes within 50 meters Lead. 9 a) 15mm to 40 mm nominal bore 10 b) Above 40mm nominal bore 11 Deployment of extra Asstt.fitters/ mazdoor for restoration of damaged GI pipes due to floods / SDRF,locating/ traces of blockages/ leakages etc. 12 a) Asstt. Fitter 13 b) Mazdoor 14 Providing & fixing of G.I pipescomplete with G.I fitting excluding trenching and refilling etc. (external work) 15 15mmф 16 20mmф 17 25mmф 18 32mmф 19 40mmф 20 50mmф 21 65mmф (L) 22 65mmф (M) 23 80mmф (L) 24 80mmф (M) 25 100mmф (L) 26 100mmф (M) 27 150mmф (M) 28 providing & FixingCI Sluice valves with cap complete with bolts, nuts,rubber,insertions etc. ( the tail pieces if required will be paid separately)Class -I 29 300mmф 30 250mmф 31 200mmф 32 150mmф 33 125mmф 34 100mmф 35 Providing & FixingGun MetalGate valves with C.I Wheel of approved quality screwed end. 36 80mmф 37 65mmф 38 50mmф 39 40mmф 40 32mmф 41 25mmф 42 20mmф 43 Making connection of GI distribution branch with GI Main of following sizes by providing & fixing Tee, including cutting & threading the pipe etc complete 44 25 to 40mm nominal bore 45 50 to 80mm nominal bore 46 Welding by electric plant including transportation of electric welding plant at site. Complete 47 Welding by Gas plant including transportation of gas welding plant at site. Complete 48 ConstructingMuthu Bunds comprising of boulders and wood bushes in alternate layers, includingWorking in water situation 49 40mm thick Cement concrete flooring 1:2:4(1cement :2 coarse sand : 4 graded stone aggregate ) fininshed with a floating coat of neat cement includingcement slurry and curing completet but excluidng the cost of nosing of steps etc. complette in40mm thickwith 20mm nominal sizestone aggregate (crusher) 50 Repair to plasters of thickness 12mm to 20mm in patches of area 2.5sq mtr and under including cutting the patch in proper shaperaking out joints and preparingand plasteringthe surface of the walls complete including disposal ofrubbish to the dumping ground within 50 mtr. lead.with cement mortar 1:4 (1 cement : 4 coarse sand) 51 Finishing walls with water proofing cement paint of required shade 52 (a) Old work( one or more coat applied @ 2.20kg/10sqm) over priming coat of primerapplied 0.80 litrs/10sqm complete including cost of priming coat 53 (b) New work(two or more coats applied @ 3.84kg/10sqm) 54 White washing with lime to give an even shade old work (one or more coat) 55 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade (one or more coat old work) 56 Providing & laying in position cement concrete of specified grade including curing complete but excluding the c/o centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20MM nominal size (Crusher) 57 Reinforced cement concrete work in arches, archribs, domes, valults, shells, folded plate & roofs having slope more than 15° upto floor five level including curing complete but excl. the c/o centring, shuttering, finishing & reinforcement with 1:1:5:3 (1 cement : 1:5 coarse sand : 3 graded stone aggr. 20mm nominal size). 58 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level including curing complete but excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggr. 20MM nominal size (Crusher) 59 Centring and shuttering including strutting, propping etc.and removal of form workfor 60 A)Foundation, footings, bases of column etc. for mass concrete 61 ii) Extra for shuttering in circular works 20% 62 B)Retaining walls, return walls, Walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses . 63 ii) Extra for shuttering in circular works 20% 64 Cement concrete flooring 1:2:4 ( 1cement : 2 coarse sand : 4 graded stone aggr.) finished with a floating coat of neat cement incl. cement slurry but excl. C/o nosing of steps etc. Complete (50mm with 20mm nominal size stone (Crusher) 65 Providing & layingcement concrete in kerbs, steps and the like at or near ground level excluding the cost ofcentring,shutteringand finishing l in 1:2:4 mix( 1 cement : 2 coarse sand : 4 graded stone aggr. 20mm nominal size) Crusher. 66 Demolishingof Cement Concrete manually /by mechanical means including disposal of material within 50mtr. Lead 67 a. Richer mix ( 1:3:6) 68 b. Leaner mix(1:4:8) 69 DemolishingRCC Workmanually /by mechanical meansincluidng stacking of steel bars and disposal of unserviceable material within lead of 50mtr. 70 Providing and laying in position specified grade of reinforcedcement concrete includingcuring complete but excluding the cost ofcentering, shuttering , finishingand reinforcement:all work upto plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20mm nominal size) 71 Steel Reinforcement for RCC work including straightening, cutting, bending, placingin position and binding all complete(cold twisted bars) 72 Providing and fixing of 1mm thick MS sheet door with frame of 40x40x6mm angel iron and 3mm MS gusset plates at the junctions and corners, all necessary fittings complete including applying a priming coat of approved steel primer(using flats 30X6mm for diagonal braces and central cross piece. 73 12mm cement plaster 1:4 mix (1 cement : 4 coarse sand) new work 74 Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres leada) For Thickness of tiles 10 mm to 25 mm 75 b) For thickness of tiles above 25 mm and upto 40 mm. 76 DismantillingC.I Pipe 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 within 50mtr. leadupto 150 mm dia 77 Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer in-charge.15.45.1 Including excavation and refilling trenches after taking out the pipes 78 (a)Upto 150 mm diameter. 79 (b) Above 150 mm diaupto 300 mm dia 80 ( c ) Above 300 mm diameter 81 Providing lead caulked joints to spun iron or C.Iand specials including testing of joints but excluding the cost of pig leada) 100 mm dia. 82 b) 125 mm dia. 83 c) 150 mm dia. 84 d) 200 mm dia. 85 e) 250 mm dia 86 f) 300 mm dia. 87 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 cleaning and curing complete on 20 mm thick bed of cement mortar 1: 4 (1 cement: 4 coarse sand)excluding cost of tiles.a) Ordinary cement without any pigment, 88 Providing push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints butincludingthe cost of rubbergasket 89 a) 100 mm dia. 90 b) 150 mm dia. 91 c) 200 mm dia. 92 d) 250mm dia. 93 e) 300 mm dia. 94 f) 350 mm dia. 95 g) 400 mm dia. 96 h) 450 mm dia. 97 i) 500 mm dia. 98 Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). 99 Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead 100 Dry brick on edge flooring with bricks of class designation 75 on a bed of 12mm mud mortar including filling joints with sand( with F.P.S bricks) 101 Brick work with common burnt clay FPS (non-modualar) bricks of class designation 75 in foundation and plinth in:a) Cement Mortar 1:4 (1 cement : 4 coarse sand) 102 b) Cement mortar 1: 6 (1 cement: 6 coarse sand) 103 Half Brick masonry with bricks of class designation 75 in foundation and plinth in:-Cement Mortar 1:4 (1 cement : 4 coarse sand) 104 Dry stone pitching 225 mm thicknessincluding cost of stone and preparation of surface“Nallah”. 105 Dry stone pitching any thicknessexcluding cost of stones on horizontal 106 b) On Top copings of banks 107 c) On Slopes. 108 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 Cement 3: Coarse sand 6: Stone agg. 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand incl. finishing the top smooth and curing complette 109 Hand packing stones in wire-crates, excluding cost of crates and stones. 110 Grouting of stone pitching usingM-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) 111 Dumping of stone (excluding cost of stone) in horizontal on level. 112 Supply of boulders (nallah) nominalsize 225 mm (stack measurement reduced by 15%) 113 Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 meters lead.In cement mortar 114 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, 115 Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders, disposal lead upto 50 M and lift upto 1.5 M 116 Carriage of Material from source to road side of work by Mechanical Transport (paid as per actual distance involved at site) 117 Sand, stone aggregate below 40mm nominal size 01 KM 118 Sand, stone aggregate below 40mm nominal size 02 KM 119 Sand, stone aggregate below 40mm nominal size 03 KM 120 Sand, stone aggregate below 40mm nominal size 04 KM 121 Sand, stone aggregate below 40mm nominal size 05 KM 122 Sand, stone aggregate below 40mm nominal size 05 -10 KM (Beyond) 123 Sand, stone aggregate below 40mm nominal size 10-20 KM (Beyond) 124 Sand, stone aggregate below 40mm nominal sizebeyond20 KM 125 Sand, stone aggregate above40mm nominal size 01 KM 126 Sand, stone aggregate above 40mm nominal size 02 KM 127 Sand, stone aggregate above 40mm nominal size 03 KM 128 Sand, stone aggregate above40mm nominal size 04 KM 129 Sand, stone aggregate above 40mm nominal size 05 KM 130 Sand, stone aggregate above 40mm nominal size 05 -10 KM (Beyond) 131 Sand, stone aggregate above 40mm nominal size 10-20 KM (Beyond) 132 Sand, stone aggregate above40mm nominal sizebeyond20 KM 133 Soling stone01 KM 134 Soling stone02 KM 135 Soling stone03 KM 136 Soling stone04 KM 137 Soling stone05 KM 138 Soling stone05 -10 KM (Beyond) 139 Soling stone 10-20 KM (Beyond) 140 Soling stonebeyond20 KM 141 Bricks01 KM 142 Bricks02 KM 143 Bricks03 KM 144 Bricks 04 KM 145 Bricks05 KM 146 Bricks 05 -10 KM (Beyond) 147 Bricks10-20 KM (Beyond) 148 Bricksbeyond20 KM 149 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet01 KM 150 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet02 KM 151 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 03 KM 152 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 04 KM 153 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet05 KM 154 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 05 -10 KM (Beyond) 155 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 10-20 KM (Beyond) 156 Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet beyond20 KM 157 Crates01 KM 158 Crates02 KM 159 Crates 03 KM 160 Crates04 KM 161 Crates05 KM 162 Crates 05 -10 KM (Beyond) 163 Crates 10-20 KM (Beyond) 164 Crates beyond20 KM 165 Carriage of Material fromroad side to site ofwork by manual means (paid as per actual distance involved at site) 166 Sand, stone aggregate below 40mm nominal size Ist 50 mtr. 167 Sand, stone aggregate below 40mm nominal size additional 50 mtr. 168 Sand, stone aggregate above40mm nominal size Ist 50 mtr. 169 Sand, stone aggregate above 40mm nominal size additional50 mtr. 170 Soling stoneIst 50 mtr. 171 Soling stoneadditional 50 mtr. 172 Brickstiles Ist 50 mtr. 173 Bricks tiles additional 50 mtr. 174 BricksIst 50 mtr. 175 Bricks additional 50 mtr. 176 G.I pipe / C.I pipe below 100mm dia / crates Ist 50 mtr. 177 G.I pipe / C.I pipe below 100mm dia /crates additional50 mtr. 178 Steel / CGI SheetIst 50 mtr. 179 Steel / CGI Sheet additional50 mtr. 180 CementIst 50 mtr. 181 Cement additional50 mtr. 182 Hydraulic excavator of 1cum bucket 183 Laying and fitting of G.I pipes (all classes) complete excluding cost of pipes, fittings and earth work 184 15mm and 20mm dia G.I pipes 185 25mm and 32mm dia G.I pipes 186 40mm and 50mm dia G.I pipes 187 65mm and 80mm dia G.I pipes 188 100mm and 150mm dia G.I pipes
