Empanelment Of Eligible Contractors At Provincial Level And Fixing Of Item Rates Forgravity Schemes Of Hilly Areas Of Kishtwar District For Execution Of Jal Jeewan Mission Jjm Works Costing More Than 50 Lacs Upto 100 Lacs Group- Iii.- 1 Earth work in bulk excavation by manual means over areas (exceeding 30cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift upto 1.5 m as directed by Engineer-in-charge Platform cutting 2 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc.(not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplusexcavated earth as directed:(70% All kinds of soils and 30% Ordinary rocks) 3 Earth work in excavation by manual means in trenches for foundation drains,pipes,cables etc.(notexceeding 1.5m inwidth) and for shafts, wells,cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out excavated earthdisposal of surplus excavated earth as directed . (All kinds of soils ) 4 Dismentling manually/Machanically includind stacking of serviceable material and disposal of Unserviceable material with in 50m lead as per direction of Engineer in chargeBituminous road 5 Providing and laying in position cement concrete of specified grade including curring but excluding the cost of centering and shuttering – All work up to plinth level with .1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate;20mm normal size) Nallah stone for Road Crossing. 6 Demolishing Cement Concrete Manually including disposal of material within 50m lead as per direction of Engineer Incharge 7 Taking out exisiting CC interlocking paver blocks from foothpath/central verge, including removal of rubbish etc.,and stacking of servicable material within 50m lead as per direction of Engineer In-Charge/Relaying of servicable Tiles. 8 Laying, fitting, of G.I pipes including labour for jointing, fixing of pipe specials including Tees, elbows, bends, addittional sockets, unions, reducer sockets etc, testing,disinfection and commissioning complete as per direction of Engineer Incharge. 9 100mm dia (Light) 10 80mm dia (Light) 11 65mm dia (Light) 12 50mm dia (Light) 13 40mm dia (Light) 14 32mm dia (Light) 15 25mm dia (Light) 16 20mm dia (Light) 17 15mm dia (Light) 18 Refilling of available excavated soil as required in layers not exceeding 20cm in depth (Except rolling and watering) 19 Welding of Joints by Electric Arch Welding including testing and Commissioning of Joints and Carriage of Welding set and all other accessories including making arrangment for electric supply/arrangment for generator etc. Complete 20 Providing and Fixing of gun metal gate valve with CI wheel of approved quality as per BIS specifications (Screwed ends) testing, and commissioning, complete 21 80mm dia 22 65mm dia 23 50mm dia 24 40mm dia 25 32mm dia 26 25mm dia 27 Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brass ferrule including boring and tapping the main GI pipe linebesides providing and fitting of brass bib cock complete (The brass ferrrule and brass bib cock shall be as per IS specification with approval of Engineer In-charge and shall be provided by the contractor. 28 Providing and Fixing of CI double acting air valves of approved quality with bolts nuts, rubber insertion and other accessories complete. 29 100mm dia 30 80mm dia 31 65mm dia 32 50mm dia 33 40mm dia 34 Dry Random Rubble Masonry with hard stone in foundation and plinth using Nallah stone without bond stones. 35 Random Rubble Masonry with hard stone from Nallah in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand:12 graded stone aggregate: 20mm nominal size) at plinth level with cement mortar1:) 1 cement: 6: coarse sand 36 Providing and laying in position cement concrete of specified grade including curring but excluding the cost of centering and shuttering – All work up to plinth level with .1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate;40mm normal size) Nallah stoneMudmat under Bed Slab. 37 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 re-inforcement, including admixtures in recommended proportions as per IS 9103 to accelrate, retard setting of concrete, improve work ability without impairing strength and durability as per direction of Engineer Incharge. Note:- cement in this item is @330 Kg per CUM. excess or less cement used as per design mix is content considered is payable or recoverable seprately. All works upto Plinth level (Bed and Gola ) Below 15000 gallons service reservoir. 38 Providing and laying In position machine batched and machine mixed design mixed 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 re-inforcement, including admixtures in recommended proportions as per IS9103 to accelrate, retard setting of concrete, improve work ability without imparing strength and durability as per direction of Engineer Incharge. Note:- cement in this item is @340 Kg per CUM. excess or less cement used as per design mix is content considered is payable or recoverable seprately. All works upto Plinth level (Bed and Gola ) Above 15000 gallons service reservoir. 39 Providing and laying In position machine batched and machine mixed design mixed 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 re-inforcement, including admixtures in recommended proportions as per IS9103 to accelrate, retard setting of concrete, improve work ability without imparing strength and durability as per direction of Engineer Incharge. Note:- cement in this item is @330 Kg per CUM. excess or less cement used as per design mix is content considered is payable or recoverable seprately. All works above Plinth level (Walls, Beams & Domes ) Below 15000 gallons service reservoir. 40 Providing and laying In position machine batched and machine mixed design mixed 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 re-inforcement, including admixtures in recommended proportions as per IS9103 to accelrate, retard setting of concrete, improve work ability without imparing strength and durability as per direction of Engineer Incharge. Note:- cement in this item is @340 Kg per CUM. excess or less cement used as per design mix is content considered is payable or recoverable seprately. All works above Plinth level (Walls, Beams & Domes) Above 15000 gallons service reservoir. 41 Reinforced cement concrete work in beams, suspended floors having slope upto 150 landings balconies, shelves, chajjas, lentels, bands plain window sills including curring but excluding the cost ofcentering, shuttering, finishing and reinforcementwith 1:1.5:3 (1cement:1.5 coarse sand : 3 graded stone aggregate; 20mm nominal size (Slab) 42 Centering and shuttering including strutting, propping etc and removalof form work forFoundations, footings, bases of columns .(Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor) 43 Centering and shuttering including strutting, propping etc and removalof form work for:-Walls (any thickness ) including attached pilasters, buttresses, plinth and string courses etc.(Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor) 44 Centering and shuttering including strutting, propping etc and removalof form work fo Lintal beams,plinth girders bressumers and access platforms. Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor 45 Centering and shuttering including strutting, propping etc and removalof form work foArches, domes ,Vaults up to 6m span.Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor 46 Centering and shuttering including strutting, propping etc and removalof form work fo Walls (any thickness ) including attached pilasters, buttresses, plinth and string courses etc..For Tanks Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor 47 Centering and shuttering including strutting, propping etc and removalof form work fo suspended floors, roofs landings, balconies and access platform Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor 48 Centering and shuttering including strutting, propping etc and removalof form work for Edges of slabs and breaks in floors and walls upto width of 20 Cm wide Note:- Extra for Shuttering in circular work shall be paid @ 20% of the rate quoted by the Contractor 49 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all completelevel. Thermo -Mechanically Treated bars of grade Fe-500/Cold Twisted Bars. 50 Cement plasterwith a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand. 51 Providing and laying cement concrete in Retaining walls, Return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, Pillars, Posts, struts, buttresses, string or lacing, cources , Parapits, Coping, Bed blocks, Anchor blocks, Plain Window sills, Fillets etc. up to floor V level, including curing but excluding the cost of centering, Shuttering and finishing with (1cement :3 fine sand : 6 graded aggregate20mm nominal size) 52 Providing and laying in position cement concrete of specified grade including curring but excluding the cost of centering and shuttering – All work up to plinth level with .1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate;20mm nominal size) 53 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) 20mm nominal size finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete 50mm thick. 54 Structural Steel work in single section fixed with or without connecting plate including cutting hoisting, fixing, in position and applying a priming coat of approved steel primer all complete MS Main Hole Cover 55 Providing and incorporating (during concreting) GP sheet strip water seal 1.25mm nominal thick at construction joints including joining of ends so as to form a continious barrier, strip area (exluding laps to be measured) width upto 20cm 56 White washing with lime to give an even shade on new works with two or more coats 57 Colour washing on new work two or more coats with a base coat of white washing. 58 Providing and Installation ofsign boards of water supply schmesincluding carriages and all respect (8x6 feet size) of angle frame of size 50x50x6mm and PBI sheets 1.25mm thick with completing, writing, hoisting (Complete item) 59 Laying and fitting of HDPE Pipes including jointing and fitting specials ISI Marked IS:4984 shape= coil(NP10 and PE80) 60 50-63mm dia 61 25-40mm dia 62 Carriage of G.I Pipes from Divisional Store Doda to road side of work by Mechanical Transport including loading, unloading and stacking for an average distance of 63 65 Km. 64 80 Km. 65 90 Km 66 95Km 67 105Km 68 115Km 69 125Km 70 135Km 71 285Km 72 Carriage of G.I Pipes from road side to site of work By Manual Means including loading unloading and stacking for an average distance of 73 500 mtr 74 01 Km. 75 03Km 76 06Km 77 8 Km 78 15Km 79 20Km 80 Carriage ofCement from Nearest source to road side of Work by Mechanical Transport incluidng loading, unloading for an average distance of 81 15 Km. 82 30Km 83 40Km 84 70Km 85 90 Km 86 Carriage of Steel from Nearest source to road side of Work by Mechanical Transport incluidng loading, unloading for an average distance of 87 15Km. 88 30Km 89 40Km 90 70Km 91 90Km 92 Carriage ofSand from Nearest source to road side of Work by Mechanical Transport incluidng loading, unloading for an average distance of 93 03 Km 94 10 Km 95 20 Km 96 30 Km 97 45 Km 98 60 Km 99 Carriage ofBajri 20mm crushed stone from Nearest source to road side of Work by Mechanical Transport incluidng loading, unloading and stacking for an average distance of 100 02 Km 101 10 Km 102 20 Km 103 30 Km 104 45 Km 105 60 Km 106 Carriage ofBajri 40mm from Nearest source to road side of Work by Mechanical Transport incluidng loading, unloading and stacking for an average distance of 107 20 Km 108 Carriage ofCement from road side to site of Work by manual means including loading, unloading and stacking for an average distance of 109 700 mtr 110 01 Km 111 04 Km 112 07 Km 113 15 Km 114 20 Km 115 Carriage of Steel from road side to site of Work by manual means including loading, unloading and stacking for an average distance of 116 700 mtr 117 01 Km 118 05 Km 119 08 Km 120 16 Km 121 20 Km 122 Carriage ofSand from road side to site of Work by manual means including loading, unloading and stacking for an average distance of 123 700 mtr 124 01 Km 125 04 Km 126 06 Km 127 08 Km 128 20 Km 129 Carriage of20mm Aggregate crushed stone from road side to site of Work by manual means including loading, unloading and stacking for an average distance of 130 700 mtr 131 02 Km 132 05 Km 133 08 Km 134 16 Km 135 Carriage of40mm Aggregate from road side to site of Work by manual means including loading, unloading and stacking for an average distance of 136 01 Km 137 02 Km 138 06 Km 139 16 Km 140 Carriage of stone from road side to site of work by manual means including loading unloading and stacking 141 01 Km 142 02 Km 143 06 Km 144 Preparing, Supplying and Placing of Filter Sand consist of inert and durable sand grains free of Clays, looms and organic matter of effective sizes of 0.25mm to 0.35mm with uniformity coficient of 3.0 to 5.0. from approved source by Mechanical Transport 145 Carriage of Gravels for filteration plant of size ranging 3mm to 65mm from nearest source to road side of work by Mechanical Transport for an average distance of 20 Km 146 3mm to 39mm 147 40mm to 65mm 148 Carriage of Gravells for filteration plant of size ranging 3mm to 65mmfromroad side to siteof work by Manual means for an average distance of 03 Km 149 3mm to 39mm 150 40mm to 65mm
