Public Health Engineering Department-PHED has published Tender For Construction Of Clear Water Sump Cum Pump House And Raw Water Sump Cum Pump House For Wss Fresthar Under Jjm. Submission Date for this Tender is 05-05-2023. Pump House Construction Tenders in Baramulla Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 2 | Providing, placing earth filled bags incl excavating earth from borrow pits , filing of bags, sewing, stitching , stacking and placing in position as per the diractions of Engineer Incharge incl all sorts of carriagecomplete job . The job includes demolishing of same after successful commissioning of the job |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : |
| 5 | Extra rates for quantities of works executed: In or under water and/ or liquid mud, including pumping out water as required. |
| 6 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 7 | Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. (Measurements to be taken of the face area timbered). |
| 8 | Depth not exceeding 1.5 m. |
| 9 | Depth exceeding 1.5 m but not exceeding 3 m |
| 10 | Depth exceeding 3 m but not exceeding 4.50 m |
| 11 | Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 1.5 m but not exceeding 3 m |
| 12 | Providing and laying hand packed stone soling 50 mm nominal size including filling, spreading, dressing,ramming, all leads lifts and all carriages complete. |
| 13 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Using Quarry) |
| 14 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 15 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 16 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | 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-in- charge. 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 |
| 19 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 20 | 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-in- charge. 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 |
| 21 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-35 grade concrete instead of M-25 grade BMC/RMC. (Note : Cement content considered in M-35 is @ 350 kg/cum). |
| 22 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 23 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 24 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 25 | 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. |
| 26 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 29 | Welded |
| 30 | Supply, Fabrication, Fixing in position Mild Steel Edge Cutter with mild steel anchorage including weldingand making position for fixing of reinforcement of wall as per approved drawings and technicalspecifications and as per instructions of Site Engineer Incharge. |
| 31 | Sinking of well through all types of sink complete as per drawings and all technical specification having inner dia of 5.50m by way of making of platform overhead wall, with loading, unloading of sand filled ECbags for required number of castings and engagement of skilled with sinking depth as per site conditions and removal of platform as per directions of site engineer Incharge. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 33 | Foundations, footings, bases of columns etc. for mass concrete. |
| 34 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 35 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 36 | Suspended floors, roofs, landings, balconies and access platforms. |
| 37 | Columns, pillars, piers, abutments, posts and struts. |
| 38 | Arches, domes, vaults upto 6 m span |
| 39 | Extra for shuttering in circular work: |
| 40 | Foundations, footings, bases of columns etc. |
| 41 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 42 | Suspended Floors |
| 43 | Linter beams etc., |
| 44 | Columns, pillars, piers, abutments, posts and struts. |
| 45 | arches, domes, vaults exceeding 6 m span |
| 46 | Providing and fixing ISI marked aluminum butt hinges ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete |
| 47 | 100x63x3.2 mm |
| 48 | 75x63x3.2 mm |
| 49 | Providing and fixing ISI marked oxidized M.S. pressed parliamentary hinges with necessary screws etc. complete: |
| 50 | 150x125x27x2.80 mm |
| 51 | 100x125x27x2.80 mm |
| 52 | Providing and fixing ISI marked oxidized M.S. sliding door bolts with nuts and screws etc. complete : 300x16 mm |
| 53 | Providing and fixing window fasteners with necessary screws etc. complete |
| 54 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 55 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 56 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 57 | Supplying and fixing rolling shutters of approved make, made of required sizeM.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 |
| 58 | Providing and fixing ball bearing for rolling shutter |
| 59 | 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) |
| 60 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 61 | Applying priming coat: With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 62 | Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications: Two or more coats applied @ 1.25 liter/10sqm over and including one coat of special primer applied @ 0.75liter /10sqm |
| 63 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade (two or more coats on new work). |
| 64 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately):KD/ Silver wood |
| 65 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. KD/ Silver wood |
| 66 | Providing and fixing 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-charge : KD/ Silver wood |
| 67 | Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or like components including cost of screws etc. complete Popular wood |
| 68 | Providng and fixing panelled or panelled and glazed shutters for doors , windows and clerestory windows including ISI marked M.S pressed Butt hinges bright finsihed of required size with necessary screws35mm thick silver wood/K.D |
| 69 | Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion |
| 70 | Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 71 | For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 72 | Providing and fixing 12mm thick prelaminated particle board flatpressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- charge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. |
| 73 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer- in-charge. (Cost of aluminum snap beading shall be paid in basic item). With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) |
| 74 | 15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 75 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 76 | 12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 77 | Providing of PVC pipes for deep holes for seepage extend through the full width of stone masonry (PVC 150mm) of standard quality. |
| 78 | Providing and carrying out wiring for heating points with 4.0 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, modular combinedS&S 16Amp along with modular plate, suitable GI box and earthing the point with 2 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl cost of conduit) |
| 79 | Providing and carrying out wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2-way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (excl cost of conduit) |
| 80 | Providing & fixing of 32-Amp MCB of Indocap complete. |
| 81 | Providing and laying of armoured cable 95mm, 3.5 core for main service line of reputed make in P.V.C pipes of required dia to accommodate the service line including bends etc., from main transformer to the main panel board including copper thimbles, earth work excavation and filling for laying of cable complete. |
| 82 | Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 83 | Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washerscomplete. 0.50 mm thick with zinc coating not less than 275 gram/m2 |
| 84 | Providing and fixing of 0.5mm color GS sheet soffit boarding including backing, supports etc., complete |
| 85 | P/F of G.S plain coloured eves boarding of 250 mm wide of standard thickness incl all carraiges upto site of work ( 0.50mm thick ) |
| 86 | Providing and incorporating during concreating G.P strip water seal 0.63 mm nominal thick at construction joint as per proper specification and instruction of Engineer Incharge complete job. |
| 87 | Providing/ Fixing, installation, successful commissioning of double flanged MS pipes/specials to be fabricated from MS tube heavy quality nominal thickness 6mm, conforming to relevant Indian Standard IS-1239 and/or IS 1161 read with up to date amendments. The pipe material should be of standard quality and must withstand all the anticipated design pressure ratings.The work should be leakproof and should be painted with anti corrosive red oxide primer. Complete Job. |
| 88 | 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. 50 mm thick with 20mm nominal size stone aggregate. |
| 89 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 90 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 91 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments. |
| 92 | 200 mm dia. Class 1 |
| 93 | 150 mm dia. Class 1 |
| 94 | Providing/ fixing 200/ 150mm dia M.S pipe having thickness 6mm including all carraige complete as per direction of Engineer Incharge |
| 95 | Providing and laying Ceramic glazedtiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown |
| 96 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.: 15 mm dia. nominal bore |
| 97 | P/F of PVC pipes of approved quality 3.00 mt length incl. earth work cutting and refilling. |
| 98 | 100 mm dia |
| 99 | 80 mm dia. |
| 100 | Providing & fixing White vitreous china water closet squatting pan(Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. Long pattern W.C Pan of size 580x440 mm |
| 101 | P/f of stainless steal kitchen sink with accessories with drain board (610x510x200 mm siaze) |
| 102 | P/F of C.P brass angle valve of approves make 15 mm nominal bore |
| 103 | P/F of C.P brass bib cock of approves make 15 mm nominal bore |
| 104 | Long nose |
| 105 | Short nose |
| 106 | P/F of ball valve brass of approved make |
| 107 | 20 mm dia |
| 108 | 15 mm dia |
| 109 | Providing/ L/ F of pipes (service line) |
| 110 | 20 mm dia G.I pipes |
| 111 | P/F of pvc water storage tank placing on terrace (star, sintex, lotus etc.,) |
| 112 | P/F of various PVC fittings: |
| 113 | 100 mm dia T junction |
| 114 | 100 mm dia Bend |
| 115 | 100mm dia Collar |
| 116 | 100mm dia Gasket |
| 117 | 80 mm dia door junction |
| 118 | 80 mm floor trap |
| 119 | 80 mm bend |
| 120 | 80 mm collar |
| 121 | 80 mm gasket |
| 122 | Floor pvc grafting |
| 123 | P/F of pvc waste pipe for sink flexible 32 mm dia |
| 124 | P/F ofpvc main hole cover with frame : |
| 125 | 45x45 cm |
| 126 | 30x30 cm |
| 127 | Hiring charges of boat for carrying of various key constt. materials including boat man |
| 128 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - SAND: |
| 129 | 3 km |
| 130 | 4 km |
| 131 | 5 Km |
| 132 | Beyond 5 km upto 10 km per km |
| 133 | Beyond 10 km upto 20 km per km |
| 134 | Beyond 20 km per additional km |
| 135 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate below 40mm : |
| 136 | 3 km |
| 137 | 4 km |
| 138 | 5 km |
| 139 | Beyond 5 km upto 10 km per km |
| 140 | Beyond 10 km upto 20 km per km |
| 141 | Beyond 20 km per additional km |
| 142 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Aggregate 40mm and above : |
| 143 | 3 km |
| 144 | 4 km |
| 145 | 5 Km |
| 146 | Beyond 5 km upto 10 km per km |
| 147 | Beyond 10 km upto 20 km per km |
| 148 | Beyond 20 km per additional km |
| 149 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Steel/ CGI Sheets: |
| 150 | 3 km |
| 151 | 4 km |
| 152 | 5 Km |
| 153 | Beyond 5 km upto 10 km per km |
| 154 | Beyond 10 km upto 20 km per km |
| 155 | Beyond 20 km per additional km |
| 156 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Cement: |
| 157 | 3 km |
| 158 | 4 km |
| 159 | 5 Km |
| 160 | Beyond 5 km upto 10 km per km |
| 161 | Beyond 10 km upto 20 km per km |
| 162 | Beyond 20 km per additional km |
| 163 | Carriage of materials by mechanical transport including loading, unloading, stacking of materials - Bricks: |
| 164 | 3 km |
| 165 | 4 km |
| 166 | 5 Km |
| 167 | Beyond 5 km upto 10 km per km |
| 168 | Beyond 10 km upto 20 km per km |
| 169 | Beyond 20 km per additional km |
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