Public Works Department-PWD has published W And C Hospital Alappuzha- Construction Of Rcc Water Tank Of 2 Lakhs Liters. Submission Date for this Tender is 02-07-2020. Water Tank Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.
| Work Name:W and C Hospital, Alappuzha - Construction of RCC Water tank of 2 Lakhs liters. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A - Construction of water tank | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | BI01010001010000000000000515BI0100001114 | 400 | sqm |
| 3 | 1.02 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001115 | 568.399 | cum |
| 4 | 1.03 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001116 | 19.347 | cum |
| 5 | 1.04 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001117 | 120 | hour |
| 6 | 1.05 | 2.16.1 : Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | BI01010001010000000000000515BI0100001118 | 282.2 | sqm |
| 7 | 1.06 | 2.16.2 : 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 | BI01010001010000000000000515BI0100001119 | 135.74 | sqm |
| 8 | 1.07 | od63311/2017_2018 : 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 - in-charge. Note:- Cement content considered in this item is @ 380 kg/ cum.<br>All work upto plinth level (As per 5.33.1) | BI01010001010000000000000515BI0100001120 | 108.683 | cum |
| 9 | 1.08 | od63312/2017_2018 : 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 - in-charge. Note:- Cement content considered in this item is @ 380 kg/ cum. All work above plinth level upto floor V level (As per 5.33.2) | BI01010001010000000000000515BI0100001121 | 134.215 | cum |
| 10 | 1.09 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001122 | 37368.9 | kilogram |
| 11 | 1.1 | 14.72 : Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done .Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . | BI01010001010000000000000515BI0100001123 | 495 | sqm |
| 12 | 1.11 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | BI01010001010000000000000515BI0100001124 | 127.79 | sqm |
| 13 | 1.12 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001125 | 834.095 | sqm |
| 14 | 1.13 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001126 | 386.067 | sqm |
| 15 | 1.14 | 5.11.1 : Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | BI01010001010000000000000515BI0100001127 | 2122.95 | sqm |
| 16 | 1.15 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001128 | 411.96 | sqm |
| 17 | 1.16 | 2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | BI01010001010000000000000515BI0100001129 | 22.5 | cum |
| 18 | 1.17 | 50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001130 | 32.8 | cum |
| 19 | 1.18 | 50.6.2.3 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001131 | 20.266 | cum |
| 20 | 1.19 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001132 | 379.542 | sqm |
| 21 | 1.2 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001133 | 1087.45 | sqm |
| 22 | 1.21 | 13.21 : Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | BI01010001010000000000000515BI0100001134 | 8003.37 | kg |
| 23 | 1.22 | 22.4.3 : Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Kickers (320 mm wide, 5 mm thick) | BI01010001010000000000000515BI0100001135 | 74.4 | metre |
| 24 | 1.23 | 22.24 : Providing and applying integral crystalline (dry shake) of hydrophilic in nature for\nwaterproofing treatment to the RCC structures like basement raft, foundation slab,\nsewage & water treatment plant slab, warehouses floor, parking structures and water\ntank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the\nmanufacturer's specification over the lean concrete of above cited structures. The\nmaterial shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing\npermeability of concrete by more than 85%, compared control concrete as per DIN\n1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshake\nshall be capable of self-healing of cracks up to a width of 0.50mm. The work shall\nbe carried out all complete as per specification and the direction of the Engineer-incharge.\nThe product performance shall carry guarantee for 10 years against any leakage.Providing and applying integral crystalline (dry shake) of hydrophilic in nature forwaterproofing treatment to the RCC structures like basement raft, foundation slab,sewage & water treatment plant slab, warehouses floor, parking structures and watertank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by themanufacturer's specification over the lean concrete of above cited structures. Thematerial shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducingpermeability of concrete by more than 85%, compared control concrete as per DIN1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dryshakeshall be capable of self-healing of cracks up to a width of 0.50mm. The work shallbe carried out all complete as per specification and the direction of the Engineer-incharge.The product performance shall carry guarantee for 10 years against any leakage. | BI01010001010000000000000515BI0100001136 | 110.448 | sqm |
| 25 | 1.24 | 50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | BI01010001010000000000000515BI0100001137 | 654.657 | sqm |
| 26 | 1.25 | 9.147.5 : Providing and fixing factory made uPVC white colour casement/casement cum\nfixed glazed windows comprising of uPVC multi-chambered frame, sash and\nmullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2\nmm thick galvanized mild steel section made from roll forming process of required\nlength (shape & size according to uPVC profile), uPVC extruded glazing beads of\nappropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction\nhinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8\nmm size for fixing frame to finished wall, plastic packers, plastic caps and\nnecessary stainless steel screws etc. Profile of frame & sash shall be mitred cut\nand fusion welded at all corners, mullion (if required) shall be also fusion welded\nincluding drilling of holes for fixing hardware's and drainage of water etc. After\nfixing frame the gap between frame and adjacent finished wall shall be filled with\nweather proof silicon sealant over backer rod of required size and of approved\nquality, all complete as per approved drawing & direction of Engineer-in-Charge.\n(Single / double glass panes and silicon sealant shall be paid separately)<br>\nNote: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance\nin dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm)made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both havingwall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead ofappropriate dimension. (Area of window above 1.50 sqm). | BI01010001010000000000000515BI0100001138 | 9 | sqm |
| 27 | 1.26 | 9.121 : Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | BI01010001010000000000000515BI0100001139 | 19.6 | metre |
| 28 | 1.27 | 9.122.1 : Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames. | BI01010001010000000000000515BI0100001140 | 6.4 | sqm |
| 29 | 1.28 | 11.41.1 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm. | BI01010001010000000000000515BI0100001141 | 38.4 | sqm |
| 30 | 1.29 | 9.48.2 : 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 openings/ wooden frames with rawl plugs screws etc | BI01010001010000000000000515BI0100001142 | 222 | kg |
| 31 | 1.3 | 50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | BI01010001010000000000000515BI0100001143 | 1099.5 | kg |
| 32 | 1.31 | od23424/2017_2018 : Providing and fixing Chequered Aluminium sheets - 3 mm thick Grade 5052, for steps of stair cases and landings with SS screws as per design and as approved by the Engineer In Charge.<br> | BI01010001010000000000000515BI0100001144 | 28.24 | sqm |
| 33 | 1.32 | 13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | BI01010001010000000000000515BI0100001145 | 1462.19 | sqm |
| 34 | 1.33 | 13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | BI01010001010000000000000515BI0100001146 | 109.264 | sqm |
| 35 | 1.34 | 13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001147 | 1462.19 | sqm |
| 36 | 1.35 | 10.25.2 : 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, ladder, railings, brackets, gates and similar works | BI01010001010000000000000515BI0100001148 | 1036 | kg |
| 37 | 2 | Appendix B - Providing Bore well and New Water supplyl line to W&C Hospital buildings | BI01010001010000000000000515BI0100001149 | ||
| 38 | 2.01 | 18.73.1 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged | BI01010001010000000000000515BI0100001150 | 80 | metre |
| 39 | 2.02 | 18.73.2 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged | BI01010001010000000000000515BI0100001151 | 80 | metre |
| 40 | 2.03 | 50.18.9.13.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 12 Kgf/ cm2- External work- exposed on wall | BI01010001010000000000000515BI0100001152 | 120 | metre |
| 41 | 2.04 | 18.7.2 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall20 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001153 | 120 | metre |
| 42 | 2.05 | 18.7.3 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall25 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001154 | 120 | metre |
| 43 | 2.06 | 18.9.4 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work32 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001155 | 120 | metre |
| 44 | 2.07 | 18.9.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work50 mm nominal outer dia pipes | BI01010001010000000000000515BI0100001156 | 200 | metre |
| 45 | 2.08 | 18.9.9 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work100 mm nominal inner dia pipes | BI01010001010000000000000515BI0100001157 | 120 | metre |
| 46 | 2.09 | 18.17.1 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore | BI01010001010000000000000515BI0100001158 | 12 | each |
| 47 | 2.1 | 18.17.4 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | BI01010001010000000000000515BI0100001159 | 10 | each |
| 48 | 2.11 | 50.18.9.14.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall | BI01010001010000000000000515BI0100001160 | 170 | metre |
| 49 | 2.12 | 50.18.9.16.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10Kgf/cm2 - External work - Exposed on wall | BI01010001010000000000000515BI0100001161 | 100 | metre |
| 50 | 2.13 | 50.18.7.3.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | BI01010001010000000000000515BI0100001162 | 60 | metre |
| 51 | 2.14 | 50.18.7.4.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall | BI01010001010000000000000515BI0100001163 | 100 | metre |
| 52 | 2.15 | 50.18.7.6.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall | BI01010001010000000000000515BI0100001164 | 60 | metre |
| 53 | 2.16 | 50.18.8.4.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 6Kgf/cm2 | BI01010001010000000000000515BI0100001165 | 25 | metre |
| 54 | 2.17 | 50.18.8.7.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2 | BI01010001010000000000000515BI0100001166 | 25 | metre |
| 55 | 2.18 | 50.18.9.7.1 : Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | BI01010001010000000000000515BI0100001167 | 20 | metre |
| 56 | 2.19 | 50.18.9.21.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend | BI01010001010000000000000515BI0100001168 | 110 | no |
| 57 | 2.2 | 50.18.9.21.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee | BI01010001010000000000000515BI0100001169 | 75 | no |
| 58 | 2.21 | 50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend | BI01010001010000000000000515BI0100001170 | 100 | no |
| 59 | 2.22 | 50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee | BI01010001010000000000000515BI0100001171 | 50 | no |
| 60 | 2.23 | 50.18.9.22.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x75 mm dia Door Tee | BI01010001010000000000000515BI0100001172 | 50 | no |
| 61 | 2.24 | 18.17.2 : Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore | BI01010001010000000000000515BI0100001173 | 50 | each |
| 62 | 2.25 | 18.18.3 : Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore | BI01010001010000000000000515BI0100001174 | 25 | each |
| 63 | 2.26 | od24028/2017_2018 : Providing and fixing Three Phase 5HP Submersible Pump for water supplying from the sump tank to Over head water tank including all necessary fittings, installation charges and labour charges etc. complete as per the direction of the Engineer In Charge. | BI01010001010000000000000515BI0100001175 | 2 | each set |
| 64 | 2.27 | 16.79 : Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge.Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | BI01010001010000000000000515BI0100001176 | 129 | cum |
| 65 | 2.28 | 16.91.1 : Providing and laying factory made chamfered edge Cement Concrete paver blocks\nin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,\nthickness & size/ shape, made by table vibratory method using PU mould, laid in\nrequired colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer\nthrough vibratory compaction by using plate vibrator, filling the joints with sand and\ncutting of paver blocks as per required size and pattern, finishing and sweeping\nextra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design& pattern. | BI01010001010000000000000515BI0100001177 | 1290 | sqm |
| 66 | 2.29 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001178 | 9.675 | cum |
| 67 | 2.3 | 23.1.1.1 : All types of soil300 mm dia | BI01010001010000000000000515BI0100001179 | 200 | metre |
| 68 | 2.31 | 23.3.2 : Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS : 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer- in- Charge.150 mm nominal size dia | BI01010001010000000000000515BI0100001180 | 200 | metre |
| 69 | 2.32 | 23.5 : Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- chargesSupplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | BI01010001010000000000000515BI0100001181 | 1 | cum |
| 70 | 2.33 | 23.7 : Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge.Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001182 | 1 | cum |
| 71 | 2.34 | 23.12 : Development of tube well in accordance with IS: 2800 (Part I) and IS : 1189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc.by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer - in-charge.Development of tube well in accordance with IS: 2800 (Part I) and IS : 1189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc.by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer - in-charge. | BI01010001010000000000000515BI0100001183 | 80 | hour |
| 72 | 2.35 | 23.13.2 : Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:150 mm dia | BI01010001010000000000000515BI0100001184 | 1 | each |
| 73 | 2.36 | 23.14.2 : Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tubewell as per IS : 2800 ( part I), including ecessary bolts & nuts of required size complete.150 mm clamp | BI01010001010000000000000515BI0100001185 | 1 | each |
| 74 | 3 | Appendix C- Construction of compound wall and drainage works for water tank | BI01010001010000000000000515BI0100001186 | ||
| 75 | 3.01 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001187 | 147 | cum |
| 76 | 3.02 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001188 | 27.3 | cum |
| 77 | 3.03 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001189 | 456 | sqm |
| 78 | 3.04 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001190 | 70.8 | cum |
| 79 | 3.05 | 50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001191 | 43.2 | cum |
| 80 | 3.06 | 13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | BI01010001010000000000000515BI0100001192 | 456 | sqm |
| 81 | 3.07 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001193 | 12.24 | cum |
| 82 | 3.08 | 5.9.16.1 : Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001194 | 444 | metre |
| 83 | 3.09 | 5.22.1 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | BI01010001010000000000000515BI0100001195 | 840 | kg |
| 84 | 3.1 | 13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001196 | 456 | sqm |
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