Public Health Engineering Department-PHED has published Day To Day Emergent Nature Of Repairs Maintenance For Restoration Of Water Supplies Under Various Water Supply Schemes In Mali & Hartyan Ist Section Sambal, Sui, Chakhar, Trishi, Narore, Pathi Bhangara, Mansar, Krimchi, Gandala, Mali, Debrain, Kotlipain, . Submission Date for this Tender is 01-06-2024. Water Pipe Line Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 30-May-2024 | date | Date | 01-06-2024 |
| Sl. No. | Item Description |
| 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 | 15mm? |
| 16 | 20mm? |
| 17 | 25mm? |
| 18 | 32mm? |
| 19 | 40mm? |
| 20 | 50mm? |
| 21 | 65mm? (L) |
| 22 | 65mm? (M) |
| 23 | 80mm? (L) |
| 24 | 80mm? (M) |
| 25 | 100mm? (L) |
| 26 | 100mm? (M) |
| 27 | providing & FixingCI Sluice valves with cap complete with bolts, nuts,rubber,insertions etc. ( the tail pieces if required will be paid separately)Class -I |
| 28 | 300mm? |
| 29 | 250mm? |
| 30 | 200mm? |
| 31 | 150mm? |
| 32 | 125mm? |
| 33 | 100mm? |
| 34 | Providing & FixingGun MetalGate valves with C.I Wheel of approved quality screwed end. |
| 35 | 80mm? |
| 36 | 65mm? |
| 37 | 50mm? |
| 38 | 40mm? |
| 39 | 32mm? |
| 40 | 25mm? |
| 41 | 20mm? |
| 42 | Making connection of GI distribution branch with GI Main of following sizes by providing & fixing Tee, including cutting & threading the pipe etc complete |
| 43 | 25 to 40mm nominal bore |
| 44 | 50 to 80mm nominal bore |
| 45 | Welding by electric plant including transportation of electric welding plant at site. Complete |
| 46 | Welding by Gas plant including transportation of gas welding plant at site. Complete |
| 47 | ConstructingMuthu Bunds comprising of boulders and wood bushes in alternate layers, includingWorking in water situation |
| 48 | 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) |
| 49 | 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) |
| 50 | Finishing walls with water proofing cement paint of required shade |
| 51 | 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 |
| 52 | New work(two or more coats applied @ 3.84kg/10sqm) |
| 53 | White washing with lime to give an even shade old work (one or more coat) |
| 54 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade (one or more coat old work) |
| 55 | 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) |
| 56 | 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). |
| 57 | 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) |
| 58 | centring and shuttering including strutting, propping etc.and removal of form workfor |
| 59 | Foundation, footings, bases of column etc. for mass concrete |
| 60 | ii) Extra for shuttering in circular works 20% |
| 61 | Retaining walls, return walls, Walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses . |
| 62 | ii) Extra for shuttering in circular works 20% |
| 63 | 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) |
| 64 | 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. |
| 65 | Demolishingof Cement Concrete manually /by mechanical means including disposal of material within 50mtr. Lead |
| 66 | a. Richer mix ( 1:3:6) |
| 67 | b. Leaner mix(1:4:8) |
| 68 | DemolishingRCC Workmanually /by mechanical meansincluidng stacking of steel bars and disposal of unserviceable material within lead of 50mtr. |
| 69 | 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) |
| 70 | Steel Reinforcement for RCC work including straightening, cutting, bending, placingin position and binding all complete(cold twisted bars) |
| 71 | 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. |
| 72 | 12mm cement plaster 1:4 mix (1 cement : 4 coarse sand) new work |
| 73 | Dismantling tile work in floors and roof laid in cement mortar including stacking material with in 50 Meteres lead a) For Thickness of tiles 10 mm to 25 mm |
| 74 | b) For thickness of tiles above 25 mm and upto 40 mm. |
| 75 | 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 |
| 76 | DismantillingC.I Pipe above 150 mm diato 300 mm dia |
| 77 | Above 300 mm dia. |
| 78 | Providing lead caulked joints to spun iron or C.Iand specials including testing of joints but excluding the cost of pig lead a) 100 mm dia. |
| 79 | b) 125 mm dia. |
| 80 | c) 150 mm dia. |
| 81 | d) 200 mm dia. |
| 82 | e) 250 mm dia |
| 83 | f) 300 mm dia. |
| 84 | 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, |
| 85 | Providing push on joints to centrifugally (spun) cast- Iron pipes or Ductile Iron Pipes including testing of joints butincludingthe cost of rubbergasket a) 100 mm dia. |
| 86 | b) 150 mm dia. |
| 87 | c) 200 mm dia. |
| 88 | d) 250mm dia. |
| 89 | e) 300 mm dia. |
| 90 | f) 350 mm dia. |
| 91 | g) 400 mm dia. |
| 92 | h) 450 mm dia. |
| 93 | i) 500 mm dia. |
| 94 | Laying in position S & S or flanged CI special such as Tees bends, collars, tappers and caps etc (excluding cost of specials). |
| 95 | Demolishing dry brick pitching in floors,drains etc. including stacking serviceable material and disposal of unserviceable material with in 50 meters lead |
| 96 | 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) |
| 97 | 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) |
| 98 | b) Cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 99 | Half Brick masonry with bricks of class designation 75 in foundation and plinth in:- Cement Mortar 1:4 (1 cement : 4 coarse sand) |
| 100 | Dry stone pitching 225 mm thicknessincluding cost of stone and preparation of surface “Nallah”. |
| 101 | Dry stone pitching any thicknessexcluding cost of stones on horizontal |
| 102 | b) On Top copings of banks |
| 103 | c) On Slopes. |
| 104 | d)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 |
| 105 | Hand packing stones in wire-crates, excluding cost of crates and stones. |
| 106 | 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) |
| 107 | Dumping of stone (excluding cost of stone) in horizontal on level. |
| 108 | supply of boulders (nallah) nominalsize 225 mm (stack measurement reduced by 15%) |
| 109 | Demolishing Brick work manually / by mechanical means including stacking of serviceable materialand disposal of unserviceable material within 50 meters lead. In cement mortar |
| 110 | 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, |
| 111 | Slip clearance in soils; mixed with moorum/ kankar/ shingle/ boulders, disposal lead upto 50 M and lift upto 1.5 M |
| 112 | Carriage of Material from source to road side of work by Mechanical Transport (paid as per actual distance involved at site) |
| 113 | Sand, stone aggregate below 40mm nominal size 01 KM |
| 114 | Sand, stone aggregate below 40mm nominal size 02 KM |
| 115 | Sand, stone aggregate below 40mm nominal size 03 KM |
| 116 | Sand, stone aggregate below 40mm nominal size 04 KM |
| 117 | Sand, stone aggregate below 40mm nominal size 05 KM |
| 118 | Sand, stone aggregate below 40mm nominal size 05 -10 KM |
| 119 | Sand, stone aggregate below 40mm nominal size 10-20 KM |
| 120 | Sand, stone aggregate below 40mm nominal sizebeyond20 KM |
| 121 | Sand, stone aggregate above40mm nominal size 01 KM |
| 122 | Sand, stone aggregate above 40mm nominal size 02 KM |
| 123 | Sand, stone aggregate above 40mm nominal size 03 KM |
| 124 | Sand, stone aggregate above40mm nominal size 04 KM |
| 125 | Sand, stone aggregate above 40mm nominal size 05 KM |
| 126 | Sand, stone aggregate above 40mm nominal size 05 -10 KM |
| 127 | Sand, stone aggregate above 40mm nominal size 10-20 KM |
| 128 | Sand, stone aggregate above40mm nominal sizebeyond20 KM |
| 129 | Soling stone01 KM |
| 130 | Soling stone02 KM |
| 131 | Soling stone03 KM |
| 132 | Soling stone04 KM |
| 133 | Soling stone05 KM |
| 134 | Soling stone05 -10 KM |
| 135 | Soling stone 10-20 KM |
| 136 | Soling stonebeyond20 KM |
| 137 | Bricks01 KM |
| 138 | Bricks02 KM |
| 139 | Bricks03 KM |
| 140 | Bricks 04 KM |
| 141 | Bricks05 KM |
| 142 | Bricks 05 -10 KM |
| 143 | Bricks10-20 KM |
| 144 | Bricksbeyond20 KM |
| 145 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet01 KM |
| 146 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet02 KM |
| 147 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 03 KM |
| 148 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 04 KM |
| 149 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet05 KM |
| 150 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 05 -10 KM |
| 151 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet 10-20 KM |
| 152 | Cement / G.I pipe / C.I pipe below 100mm dia / steel / CGI Sheet beyond20 KM |
| 153 | Crates01 KM |
| 154 | Crates02 KM |
| 155 | Crates 03 KM |
| 156 | Crates04 KM |
| 157 | Crates05 KM |
| 158 | Crates 05 -10 KM |
| 159 | Crates 10-20 KM |
| 160 | Crates beyond20 KM |
| 161 | Carriage of Material fromroad side to site ofwork by manual means (paid as per actual distance involved at site) |
| 162 | Sand, stone aggregate below 40mm nominal size Ist 50 mtr. |
| 163 | Sand, stone aggregate below 40mm nominal size additional 50 mtr. |
| 164 | Sand, stone aggregate above40mm nominal size Ist 50 mtr. |
| 165 | Sand, stone aggregate above 40mm nominal size additional50 mtr. |
| 166 | Soling stoneIst 50 mtr. |
| 167 | Soling stoneadditional 50 mtr. |
| 168 | Brickstiles Ist 50 mtr. |
| 169 | Bricks tiles additional 50 mtr. |
| 170 | BricksIst 50 mtr. |
| 171 | Bricks additional 50 mtr. |
| 172 | G.I pipe / C.I pipe below 100mm dia / crates Ist 50 mtr. |
| 173 | G.I pipe / C.I pipe below 100mm dia /crates additional50 mtr. |
| 174 | Steel / CGI SheetIst 50 mtr. |
| 175 | Steel / CGI Sheet additional50 mtr. |
| 176 | CementIst 50 mtr. |
| 177 | Cement additional50 mtr. |
| 178 | Hydraulic excavator of 1cum bucket |
| 179 | Laying and fitting of G.I pipes (all classes) complete excluding cost of pipes, fittings and earth work |
| 180 | 15mm and 20mm dia G.I pipes |
| 181 | 25mm and 32mm dia G.I pipes |
| 182 | 40mm and 50mm dia G.I pipes |
| 183 | 65mm and 80mm dia G.I pipes |
| 184 | 100mm and 150mm dia G.I pipes |
| 185 | Repair of G.M Gate valvesby way of replacement of spindle rods including cost of spindle rods. |
| 186 | 40mm dia |
| 187 | 50mm dia |
| 188 | 65mm dia |
| 189 | 80mm dia |
| 190 | 100mm dia |
| 191 | Repair of sluice valves / check valves / mushroom valves by way of replacement of spindle rods including cost of spindle rods, insertion of leather sheet / rubber sheet, nut bolts etc. |
| 192 | 80mm dia |
| 193 | 100mm dia |
| 194 | 150mm dia |
| 195 | 200mm dia |
| 196 | 250mm dia |
| 197 | 300mm dia |
| 198 | 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. |
| 199 | Note :- (2)Any item either not advertised or not provided in SSR 2022 shall be paid as per actual lowest market rates. |
| 200 | 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. |
| 201 | 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 |
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