|
| 1 | A) G. I Pipe Works |
| 2 | Earth work in excavation by manual means in trenches for foundation, drains, pipes, cables etc [not exceeding 1.5M in width] and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth up to 1.5Mtr including disposal of excavated earth up to 1M from cutting edge. |
| 3 | All kind of soil 80% |
| 4 | Ordinary Rock 20% |
| 5 | Laying and fitting of G.I. pipes (all classes) incl labour for jointing fitting of pipe special including Tee, Elbows, bends, additional socket, unions, reducers sockets etc testing disinfection and commissioning compelte as per directions of Engineer-In-charge excl cost of earth work.. |
| 6 | 15mm to 20mm dia GI pipe |
| 7 | 25mm to 32mm dia GI pipe |
| 8 | 40mm to 50mm dia GI pipe |
| 9 | 65mm to 80mm dia GI pipe |
| 10 | 100mm to 150mm dia GI pipe |
| 11 | Laying, fitting, of New Pipelines in centrifugally cast (spun) Ductile Iron pipe of Class designation K - 9, conforming to IS : 8329 includinglabour for mechanical joints and cost of jointing material (bolts, nuts, gaskets, washers, rubber insertion etc),including providing and installing DI specials of class K-12 suitable for push-on jointing as per IS : 9523 (with external bitumen coating andinternal cement mortar lining).such as bends of any angle, flanged and socketed tees, gap pieces with machined socketed and spigot ends, double flange tapers, flanged gap pieces, tail pieces (one side flanged & other socketed), blind ends with flange etc. with jointing materials completetesting, disinfection and commissioning, complete as per the direction of the Engineer in charge. DI Pipe 150mm dia. |
| 12 | Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brass ferrule, incl boring and tapping the main GI Pipe line besides providing and fitting of brass bib cock complete. (The Brass ferrule and Brass Bib cock shall be as per IS specificatons with approval of Engineer in charge and shall be provided by the contractor). |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth consolidation |
| 14 | Providing and fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) |
| 15 | 150 mm dia |
| 16 | 100 mm dia |
| 17 | 80 mm dia |
| 18 | 65 mm dia |
| 19 | Providing and fixing CI Double Flanged Check Valve/NRV) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) |
| 20 | 150 mm dia |
| 21 | 100 mm dia |
| 22 | 80 mm dia |
| 23 | 65 mm dia |
| 24 | Providing and fixing of gun metal gate valve of approved quality as per BIS specifications. |
| 25 | 100 mm dia |
| 26 | 80 mm dia |
| 27 | 65 mm dia |
| 28 | 50 mm dia |
| 29 | 40 mm dia |
| 30 | 32 mm dia |
| 31 | 25 mm dia |
| 32 | 20 mm dia |
| 33 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, union etc, including cutting and threading the pipe etc. complete |
| 34 | 25mm to 40mm dia nominal bore |
| 35 | 50mm to 80mm dia nominal bore |
| 36 | Dismantling tile work laid in cement mortar including stacking material within 50 meters lead and relaying of tile after laying of pipe as per instrction of Engineer-in-charge [complete job] |
| 37 | Dismantling of Bitumenious Road surfaces including demolishing of WBM (in layers) and subbase , stacking of serviceable material, for earthwork in excavation for pipe laying and restoration of damaged portion of road to match the existing specificatons of the road after pipe laying and back filling (to be paid saperately) |
| 38 | Civil Work |
| 39 | Surface dressing of the ground including removing vegetation and in equalaties not exceeding 15cm deep and disposal of rubbish lead upto 50 mtr and lift upto 1.50 mtr in all kinds of soils. |
| 40 | E/work in bulk excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed |
| 41 | (All kind of soil). 80% |
| 42 | (Ordinary ROck). 20% |
| 43 | E/work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in: (Ordinary rock). |
| 44 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 1st lift |
| 45 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 2nd lift |
| 46 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 3rd lift |
| 47 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 4th lift |
| 48 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 5th lift |
| 49 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material 6th lift |
| 50 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40MM nominal size (Crusher) |
| 51 | Supply,placing and filling of graded filter media i:e gravel of nallah(6 mm to 60 mm aggregate size including grading and filiing of filter media in layers for Slow sand Filters/Dug wells. |
| 52 | Supply ,placing and filling ofSilicasand as filter media free of clay,loams and organic matter and effective size 0.25mm to 0.35mm with uniformity coefficient of 3.0 to 5.0 for slow sand filtration plant. (carriage shall be paid extra as per actual from Divison Head Quarter). |
| 53 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. |
| 54 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Walls, columns, pillars, posts and struts. |
| 55 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc |
| 56 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level. |
| 57 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Walls, columns, pillars, posts and struts. |
| 58 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level, Beams, plinth beams, girders, bressumers, centilevers, suspended floor lintels roofs and staircases including spiral staircases, shelves etc |
| 59 | Reinforced cement concrete work in arches, archribs, domes, valults, sheiis, folded plate and roofs having slope more than 15° upto floor five ievel excluding the cost of centring, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) |
| 60 | Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete cold twisted bars/ TMT bars Fe 500. |
| 61 | 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 20mm nominal size) Crushed |
| 62 | Dumping stone in horizontal on level inlcuding cost of stone [size av. 40mm to 200mm] |
| 63 | centring and shuttering including strutting, propping etc.and removal of form work Foundation, footings, bares of column etc. for mass concrete Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item |
| 64 | centring and shuttering including strutting, propping etc.and removal of form work Retaining walls. return walls. walls (any thickness) including attached pilasters. buttresses. plinth and string courses fillets etc.Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item |
| 65 | centring and shuttering including strutting, propping etc.and removal of form work for Lintels, beams, plinth beams, girders, bressumers & cantileversNote: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item |
| 66 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.Note: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item |
| 67 | centring and shuttering including strutting, propping etc.and removal of form work for Arches, domes valuts upto 6m spanNote: Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item beyond 6m span. |
| 68 | centring and shuttering including strutting, propping etc.and removal of form work for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 69 | 50mm Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone 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. |
| 70 | Providing & laying damp-proof Course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 71 | 12mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand). |
| 72 | 12mm thick cement plaster of mix 1:3 (1 cement : 3 coarse sand). |
| 73 | Extra for plastering on circular work not exceeding 6M in radius (in one coat) |
| 74 | 15mm thick cement plaster of mix 1:6 (1 cement : 4 coarse sand). |
| 75 | 20mm thick cement plaster of mix 1:4 (1 cement : 4 coarse sand). |
| 76 | Welding of joints by electric arc welding/ gas welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangements for electric supply/ arrangement/ gas welding etc complete |
| 77 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 78 | White washing with lime to give an even shade on New Work (three or more coats |
| 79 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 80 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Second class deodar wood |
| 81 | Providing and fixing 35mm thick wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-chargeSecond class deodar wood |
| 82 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete 125mm |
| 83 | Providing and fixing oxidised mild steel tower bolt barrel type 150mm x 10mm |
| 84 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood |
| 85 | Painting with synthetic enamel paint on wooden surfaces, of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 86 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete.Fixed to steel windows by welding |
| 87 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick |
| 88 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mmnominal size well rammed and consolidated and grouted with fine sand including finishingthe top smooth and curing complete |
| 89 | Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, stripe area (excluding laps) to be measured (width upto 20cm) |
| 90 | Finishing walls with water proofing cement paint of required shade New work (two or more coats) applied @3.84 kg/10sqm |
| 91 | Extra for 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) |
| 92 | Providing & fixing plain PVC bends (ISI) of required degree 100mm dia [as identified by Engineer-in-charge] |
| 93 | Providing and fitting of 110 mm dia PVC 6 KSC slotted/perforated pipes in horizintal or level for slow sand filters/dug wells |
| 94 | 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, ladders, railings, brackets, gates & similar works |
| 95 | Proviidng steel rope crossing incl cost of steel rope, Uclamp, iron clamp/ hooks, labour charges for stretching the steel rope in position, hire charges of chain pully along with the operator, laying and fitting of GI Pipes all complete job. 20mmm dia |
| 96 | Providing and fixing 1 mm thick M.S. steel door with frame of 40x40x6mm angle iron and 3mm M.S. 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 (manhole cover with locking arrangement) |
| 97 | Providing and laying of knitted wire crates with sides and lid of mesh size 100mmx100mm of B.A. wire of 4mm including binding sides,partitions, lid and top after filling of stones incl cost of wire crates [40 crates] |
| 98 | Hand pack stone filling in wire crates including supply of stone |
| 99 | Brick work with common burnt clay (non - modular)bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement : 6 coarse sand). |
| 100 | Extra for brick work with common burnt clayin super structureabove plinth level upto Floor to V level |
| 101 | Half brick masonry withcommon brunt clay ( non- modular) bricks of class designation 7.5 in foundation and plinth including curingin cement mortar 1:4 (1 cement: 4 coarse sand) |
| 102 | Extra for Half Brick work masonry in superstructure above plinth level upto floor V level |
| 103 | Grouting of stone pitching using M-10 nominal mix concrete (max. size of aggregates; 20mm nominal) @ 6.00 cum per 100 sq m on horizontal/side slopes; complete including curing |
| 104 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like |
| 105 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth. |
| 106 | Provision of Electric fitting inculdingunder ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and necessary connections(external grade) including Service line of requires grade(Complete Job). as directed by enigneer-in-charge |
| 107 | Providing and installation of Sign Boards of size 8\" x 6\" at Structures /stations including writing on Signboard using angle iron of size 50x50x6mm size for frame and post with black iron sheet 1.25mm thick flat 50x6mm sufficient strength to with stand high velocity winds. as directed by Engineer-in-charge. |
| 108 | Cost for writing on civil structure depicting the information in accordance with size of structure Lettering with black Japan paint of approved brand and manufacture.(15 cm height). |
| 109 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion Single socketed pipes 110 mm diametre |
| 110 | Providing and fixing of Chain link fencing with BA Wire of 4mm having Mesh size 50mmx50mm including all necessary fittings complete |
| 111 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete 300x16 mm |
| 112 | Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete 150x10 mm |
| 113 | Providing and fixing ISI marked oxidized M.S. tower bolt black finish, (Barrel type) with necessary screws etc complete 100x10 mm |
| 114 | Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete 125 mm |
| 115 | Providing and fixing ISI marked oxidized M.S. handles conforming to IS : 4992 with necessary screws etc. complete 100 mm |
| 116 | Providing and fixing bright finished brass helical door spring (superior quality) with necessary brass screws etc. complete |
| 117 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete |
| 118 | Carriage ofG.I pipes from Central Store Udhampur by Mechanical Transport to road side including cost for loading and unloading |
| 119 | Average 60Kms |
| 120 | Average 100Km |
| 121 | Average 200Kms |
| 122 | Carriage of G.I pipes from road side to dumping place (to be identified by engineer in charge) by manual means to site of work including loading and unloading |
| 123 | Average 500 mtr |
| 124 | Average 1000Mtr |
| 125 | Average 2000 mtr |
| 126 | Average 5000 mtr |
| 127 | Average 10000Mtr |
| 128 | Average 15000Mtr |
| 129 | Carriage of Steel by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading |
| 130 | Average 20Kms |
| 131 | Average 60Kms |
| 132 | Average 100Km |
| 133 | Carriage of Steel from road side (to be identified by engineer in charge)by manual means to site of work including loading and unloading |
| 134 | Average 500 mtr |
| 135 | Average 1000Mtr |
| 136 | Average 2000 mtr |
| 137 | Average 5000 mtr |
| 138 | Average 10000Mtr |
| 139 | Average 15000Mtr |
| 140 | Carriage of Sand and stone aggregate (Crushed) upto 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading. |
| 141 | Average 20Kms |
| 142 | Average 60Kms |
| 143 | Average 100Km |
| 144 | Carriage of Sand and stone aggregate (Crushed) upto 40 mm by manual means from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading. |
| 145 | Average 500 mtr |
| 146 | Average 1000Mtr |
| 147 | Average 2000 mtr |
| 148 | Average 5000 mtr |
| 149 | Average 10000Mtr |
| 150 | Average 15000Mtr |
| 151 | Carriage of Stone aggregate above 40mm (Crushed)by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading |
| 152 | Average 20Kms |
| 153 | Average 60Kms |
| 154 | Average 100Km |
| 155 | Carriage of Stone aggregate above 40mm (Crushed)by manual means from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading |
| 156 | Average 500 mtr |
| 157 | Average 1000Mtr |
| 158 | Average 2000 mtr |
| 159 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading |
| 160 | Average 5Kms |
| 161 | Average 10Kms |
| 162 | Average 20Km |
| 163 | Carriage of Soling stone/ boulders by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading |
| 164 | Average 500 mtr |
| 165 | Average 1000Mtr |
| 166 | Average 2000 mtr |
| 167 | Average 5000 mtr |
| 168 | Average 10000Mtr |
| 169 | Average 15000Mtr |
| 170 | Carriage of cement by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading |
| 171 | Average 20Kms |
| 172 | Average 60Kms |
| 173 | Average 100Km |
| 174 | Carriage of cement from road side (to be identified by engineer in charge)by manual means to site of work including loading and unloading |
| 175 | Average 500 mtr |
| 176 | Average 1000Mtr |
| 177 | Average 2000 mtr |
| 178 | Average 5000 mtr |
| 179 | Average 10000Mtr |
| 180 | Average 15000Mtr |
| 181 | Carriage of Brick from brick klin (to be identified by engineer in charge) by Mechanical Transport to road side including cost for loading and unloading |
| 182 | Average 60Kms |
| 183 | Average 90Kms |
| 184 | Average 130Km |
| 185 | Carriage of Brickfrom road side (to be identified by engineer in charge) to site of work including loading and unloading |
| 186 | Average 500 mtr |
| 187 | Average 1000Mtr |
| 188 | Average 2000 mtr |
| 189 | Average 5000 mtr |
| 190 | Average 10000Mtr |
| 191 | Average 15000Mtr |
| 192 | Construction of Bore Well:- [08 Nos] |
| 193 | Deep drilling, development, stablization, testing and commisioning of 200mm dia bore well ODEX drilling method with safe discharge of 1500 GPH at locations sersandwan,bissikalakote-I& bissikalakot-II and 2500 GPH at locations aaliya,kolsar jhiri, ransoo-I, ransoo-II and kans kassan, in all type of strata to suite requirements and conditions for average depth of 120m B.G.L.Rate to be quoted as per the below mentioned items( Note :- Any other item to be executed as per site and job requirement, including but not limited to, clearing of site by way of bush cutting, making of approach road, shifting of machinery and allied materials, preperation of site, proper leveling for installation of machinery, shall deemed to be included in the below mentioned quoted rates) |
| 194 | Deep drilling of 200mm dia bore well by ODEX drilling method including providing, welding & lowering of 200mm dia x 7.1mm ERW casing pipe ( as per IS Code 4270 for water wells ) and providing and fixing of casing drive shoe for an average depth of 120Mtr BGL ot till attaining adequate water bearing strata. |
| 195 | Development ( 8 new + 3 existing )of Tube Well by Air Compressor of adequate capacity till the clear potable water free from sand and other impurities is obtained.( as per IS Code 2800 part-IIfor water wells) |
| 196 | Stablizing/ Testing ( 8 new + 3 existing ) of mini tube well by way over pumping using verticle turbine/ submersible pump set till the clear potable drinking water is achieved during the yield test. |
| 197 | Construction of OHT:- |
| 198 | Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 50000(for various capacities)lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10T/cum (to be provided By concerned Division). The SBC shall be conducted by the contractor by Bore log method form a NABL testing agencyUsing M-30 design mix concrete) |
| 199 | Extra for bearing capacity below10MTfor every 2 M.T or part thereof. |
| 200 | Extra for bearing capacity above10MTfor every 2 M.T or part thereof. |
| 201 | Electro Mechanical component |
| 202 | Providing,fitting,installation,testing and commissioning of Non clog open wells submersible pump set(Mono Submersible) ISI marked reputed make of following specifications including LT control panel alongwith allied works.: |
| 203 | 6000 GPH X 20m |
| 204 | 4000 GPH X 80m |
| 205 | Providing, installation, testing and commissioning of HC pump set of below specificationswith suitable prime mover (384V+- 15, 4 pole) andallied works by way of surveying of site, designing of machinery in conformity with site conditions. Providing, fabrication and laying of suction pipe line includingMS pipe bends, MS expanders / reducers, MS dismantling joints, MS saddles, MS flanges, cast iron sluice valve and / orfoot valve together with nuts, bolts, washers, gaskets as per size and specification of suction line of the pump set/manifold. Providing, fabrication and laying of delivery pipe line including MS pipe bends, MS expanders / reducers, MS dismantling joints, MS saddles, MS flanges, (PN 1.6 ) cast steel NRV and sluice valve of suitable size and rating as per specifications, site conditions and proposed rising main together with nuts, bolts washers, leather flanges etc. Making of inter connections of delivery lines with rising main through manifold or direct with rising main as per decision of department at the time of erection. Making of inter connections of suction lines with outlet of GSR or sump GI pipe line. Laying of M-20 grade RCC foundation block for each pump set as per IS specification by using 10mm TMT steel. The foundation block can be combined for all the pumps which must includes space between pump set for repair work. Providing and fitting of electrical components of ISI make such as MCCB’s of Havells / L&T make (for each pump sets), copper cables Havells / Polycab / reputed make conforming to ISI standards, thimbles, bus bar, amperemeters, voltmeters and other equipment required for the job. Fabrication ofwall embedded / floor erected angle iron structure with ply board fitted on it for installation of main switch, bus bar, MCCB’s, amperemetre, voltmeter etc.The pump set should be of Mather Platt / Kirloskar make and Motors shall be of /Crompton / Siemens/ Greaves/ /ABB/ Kirloskar / Marathon Electric adhering to specifications detailed inenclosed annexures. Sluice Valves and NRV’s shall be of Kirloskar / IVC / Leader / kartar / ABB / L&T make.Job also includes providing, fabrication and fitting of overhead MS girder betweenISMB-150to ISMB-250 alongwith03 tonnes to 05 tonnes Electrically operated chain pulley block/hoist, as per loadat pumping station for material handling alongwith providing of tool kit and welding set. Job also involves providing and fitting of flow-meteron the rising main / delivery pipe.Proper chemical earthing of the equipment should be done for safety of machinery alongwith providing of rubber mat for covering area of electro mechanical machineryas per IS: 15652:2006 of class-B ,2.5 mm thick, 11 KV rating,flame retardant, low temperature resistance etc.Job includes providing, installation of 6 kg CO2 type fire extinguisher manufactured as per IS: 15683 of 2006 with IS mark etc. compete job including testing as per standards alongwith providing of tool kitfor maintenance of machinery. Job also includes other allied works that may arise at site during executoin of works. |
| 206 | 5000 GPH X 300m head |
| 207 | 5000 GPH X 320m head |
| 208 | 5000 GPH X 200m head |
| 209 | 5000 GPH X 280m head |
| 210 | 5000 GPH X 150m Head |
| 211 | 10000 GPH X 310m head |
| 212 | 10000 GPH X 300m head |
| 213 | 10000 GPH X 250m head |
| 214 | 4000 GPH X 285 m head |
| 215 | 3000 GPH X 280m head |
| 216 | 3000 GPH X 320m head |
| 217 | 3000 GPH X 250m head |
| 218 | 4000 GPH X 250 m head |
| 219 | 6000 GPH X 200m Head |
| 220 | 6000 GPH X 250m Head |
| 221 | 8000 GPH X 200m Head |
| 222 | 8000 GPH X 250m Head |
| 223 | 5000 GPH X 170/180m head |
| 224 | 5000 GPH X 225m head |
| 225 | 20000 GPH X 180m head |
| 226 | 6000 GPH X 280 m head |
| 227 | 5000 GPH X 250m Head |
| 228 | 4000 GPH X 200m Head |
| 229 | Providing, carriage and installation of manual operatedvoltage stabilizers of below specificationswith allied works such as 3.5 core armoured al. cable Havells / Polycab / reputed ISI makeof suitable rating from pole to main switch which will act as on / offswitch to the system and then providing and fitting of copper cable from main switch to voltage stabilizerin length. All the cables shall be of suitable rating as per HP of the motor. The manual operated voltage stabilizer should have electrolytic grade copper wound coils having5 upwards steps and 2 downwards steps from the line voltage with correction rate of 30 volts per stepi.e. it should work from 180V to 400+5% with frequency of 50+3 hertz. Voltage stabilizer should also be provided with T-oil, change over switch and MCCB of suitable rating. Any other accessory which has not been mentioned here but is mandatory and inevitable for accomplishment of job should also be provided. Chemical chemical earthing of the equipment should be done for safety of machinery alongwith providing of rubber mat for covering area of electro mechanical machineryas per IS: 15652:2006 of class-B ,2.5 mm thick, 11 KV rating,flame retardant, low temperature resistance etc.The Al. cable must conform to IS : 7098 part 1st while the copper cable must conform to IS :694.Job also includes illumination / electrification of pump room building & premises of the building including providing and fitting of LED lighting points inside the pump room and outside the pump room and allied works.Job also includes installtion of flex board indicating the parameter of machinery other allied works that may arise at site during executoin of works. |
| 230 | 100 KVA |
| 231 | 250 KVA |
| 232 | 150 KVA |
| 233 | 400 KVA |
| 234 | 63 KVA |
| 235 | 200 KVA |
| 236 | Design, fabrication, providing, installation, testing and commissioning of LT control panel cum fault analyzer cum auto starter of below specifications and suitable rating and shall be equipped with latest relays and preventive devices alongwith suitable input and output system including On / Off system. The relay, MCCB’s shall be of reputed make such as L&T / Havells / Siemens etc. The complete system should be enclosed in MS steel enclosure box of suitable dimensions. The enclosure should be finished with powder coated painting from inside as well as from outer surface of approved colour. Providing / laying of copper conductors of proper rating alongwith insulation material as per site requirement. In addition The system should trip the motor on power failure and on appearance of any electrical fault mentioned below which may otherwise damage the motor field coils thus providing protection to the motor. 50/60 HP Motor1.Low voltage (below 350V)2.High voltage (above 450 V)3. Single phasing4. Reverse phasing5. Un-balanced phasing.In addition the system shall have:a. Separate LED fault indictors.b. LED phase indicatorsc. An isolation / by pass systemd. A siren / audio warning system which activates on starter failure only.6. Over load protection 7. Under load protection LT control panel should be provided with remote / wireless system of switching on / off of the pumping machinery.Proper chemical earthing of the equipment should be done for safety of machinery alongwith providing of rubber mat for covering area of electro mechanical machineryas per IS: 15652:2006 of class-B ,2.5 mm thick, 11 KV rating,flame retardant, low temperature resistance etc.(The rating of LT panel should be above1.6 times the HP of motor) Job also includes other allied works that may arise at site during executoin of works |
| 237 | 50/60HP motor |
| 238 | 140/150 HP Motor |
| 239 | 30/40 HP Motor |
| 240 | 40/50 HP Motor |
| 241 | 60/70 HP Motor |
| 242 | 200 HPMOTOR |
| 243 | 100HP Motor |
| 244 | Installaton testing and commisioning of 8 m High mast light 4x150w LED lights |
| 245 | Panel Board, Main switch - Fabrication of panel board out of MS angle iron 40mm x 40 mm x 6 mm having a rectangular frame (6ft x 2 ft) and 2 no horizontal legs and 2 no vertical legs for mounting on the wall and on ground in the pump room, fitting of 12 mm thick one sided mica ply in the Angle iron rectangular frame (6ft x 2ft), cutting/drilling of holes for fitting of different equipment over it. Providing and fitting of 1 No. Main switch of HRC type below mentioned capacity. Job includes proper installation of panel board at appropriate place first by way of creating two No. holes in the wall and two No. pits in the ground and then fixing with cement concrete mix. Connecting the panel board to the incoming outgoing cables with providing & fitting of thimbles to the cable leads.Job includes cost of material, labour charges for skilled and semiskilled workers to be deployed for execution of complete job |
| 246 | 300 A |
| 247 | 600/630 A |
| 248 | 250A |
| 249 | 200 A |
| 250 | 120A |
| 251 | 350/400 A |
| 252 | Procurement, installtion, testing and commisoning of Submersible pumpset discharge 1500GPH - 2500 GPH X 60m - 100 m headincluding cost of starter/panel, cables, column pies and all other allied works. |
| 253 | Procurement, installtion, testing and commisoning of Submersible pumpset discharge 5000GPH GPH X 100 m headincluding cost of starter/panel, cables, column pies and all other allied works. |
| 254 | Procurement, installtion, testing and commisoning of Submersible pumpset discharge 7000GPH GPH X 70 m headincluding cost of starter/panel, cables, column pies and all other allied works. |
| 255 | Note: Any item if urgently required to be executed outside the BOQ shall be paid as per SSR 2020. |
| 256 | Note: Any item if urgently required to be executed at site but outside the BOQ & SSR of 2020 shall be paid on approval of compentent authority. |
