Tender For Amrut 2.0 Project No. 28 Oxygen Park Near Solid Waste Management Plant At Lamdeng. in India

Work Detail

Tender For Amrut 2.0 Project No. 28 Oxygen Park Near Solid Waste Management Plant At Lamdeng.- 1 A- Providing, Planting and Developing of Bambusa balcooa variety Beema Bamboo 2 Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 3 Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). 4 Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 5 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge 6 Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge,farm- yard manure or/and good earth to be paid for separately) 7 Supply and delivery of II) Big Polybag Plants : Fully Hardened, Secondary Hardened Tissue Culture Bamboo Plants, grown for 12 Months in a poly bag of size 12 X 15 inches to a height of 4 to 5 feet, which are ready for direct field planting that are tested for virus indexed and genetic fidelity and are certified under National Certification System for Tissue Culture raised plants (NCS-TCP)by Department of Biotechnology, Government of India. The weight of each plant is 8-10 kgs.Once planted directly in the field, the plant reaches a height of 20 feet within one year. 8 Cost of transportation of Bamboo plants weighing 8-10 kgs from Growmore Biotech Ltd., Hosur to work site at Lamdeng by 10 tonne capacity vehicle 9 B -Construction of GI Netting Wire Fencing 10 2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 11 2.8.1 All kinds of soil 12 2.23 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by raming and watering, lead upto 50m and lift upto 1.5m 13 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 14 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 15 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering ,shuttering,finishing and reinforcement - All work upto plinth level: 16 5.1.1 1:1.5:3 (1 cement: 1.5 coare sand: 3 graded stone aggregate 20 mm nom size) 17 5.9 Centering and shuttering including strutting, propping etc.and removal of form for: 18 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 19 5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 20 5.20.1 Thermo-Mechanically Treated bars 21 10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete. 22 S/F galvanised steel barbed wire, weighing 9.8kg/100m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staple or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid seperately). 23 Supplying & fixing 4mm galvanised iron wire netting 100x100mm mesh made up into mattresses or cages, lapped wired and laid in position i/c closing after filling. 24 C - Providing of Drip Irrigation system 25 Cost of 50mm 4Kg/cm2 HDPE Pipe of material grade PE80, PN-4 as confirm to IS: 14333.1996 (amended upto date) suitable for butt fusion jointing. 26 Cost of flexible kink resistant lateral pipe of 16mm outer diameter made of L.L.D.PE Class II 2.5Kg/cm2 27 Cost of Gromatetake off Connects Drip Line and Blank Tubing to Mainlines at Low Pressures. UV Stabilized. Easy to Use Ratchet Camp Secures Tubing to AdapterGTO. 28 Cost of High Quality Barbs Grab Tubing for a Secure Fit. Unique Barb Design to Reduce Insertion Force. Non - Obtrusive Brown Colored Fittings of 16mm BARB-1/2 MPT B TEE MADP (T Connector). 29 Cost of High Quality connector lateral joiner 16mm where two or more pipes are to be connected with one another. 30 Cost of superior quality White/Black Mulching made of High Strength LLDPE and LDPE Material, with a film thickness of 30 Microns and approximately 400 Meter Roll, which helps in achieving high crop yields. 31 Cost of Pressure regulating Dripper having 8 L.P.H. discharge of high quality plastic to be fixed at required place. 32 Cost of Screen Filter having a capacity of 10cum/hour, having a metallic body with epoxy/FRP coating. Including all necessary piping, fittings .The agency shall make the foundation for the filteration unit and provide all the necesary fixing arrangement. The agency shall prepare the shop drawing and get it approved by the Engineer-in-charge, prior to the commencement of work. 33 Cost of Control valve 50mm dia. 34 Cost of Flush valve 50mm dia. 35 Cost of Throttle valve 50mm dia. 36 Cost of Air Release Valve 25mm dia. 37 Cost of By pass Assembly 2". 38 Cost of Venturi Manifold 2". 39 Cost of 16mm Diameter Stopper hose connectors stop for drip irrigation tubing Material: HDFE plastic Color: black. 40 Cost of 16mm Diameter end cap plugs set for drip irrigation tubing Material: HDFE plastic Color: black 41 Cost of PVC Pipe Joiner 50mm 42 Cost of Pema Fix Gum. 43 Cost of Centrifugal Pumps for Drip Irrigation 2hp 44 Installation ,Labour charge and Transportation. 45 Providing of water supply lines 46 17.6 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. 47 17.6.5 40 mm nominal outer dia pipes 48 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 49 2.6.1 All kinds of soil 50 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 51 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 52 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 53 Construction of Entrance Plaza 54 2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width as well as 10sqm on plan) including getiing out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 55 2.6.1 All kinds of soil 56 2.24 Extra for every additional lift of 1.5ms or part thereof in 57 2.24.1 All kinds of soil 58 2.23 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 upto 50 metres lift upto 1.5 metre. 59 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 60 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 61 5.1 Providing and laying in position specific grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : 62 5.1.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 63 5.2 Reinforced cement concrete work in walls (any thickness). Includingattached pilasters, buttresesses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts,etc. above plinth level upto floor five level excluding the cost of centering , shuttering, finishing and reinforcement : 64 5.2.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) 65 5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 66 For Footings 67 Plinth beams, 68 Columns 69 Beams 70 Slab 71 5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 72 5.20.1 Thermo-Mechanically Treated bars 73 5.20 A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete.Above plinth level. 74 5.20. A.1 Thermo-Mechanically Treated bars 75 6.1 Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in: 76 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) 77 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 78 13.9.1 12mm cement plaster 79 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 80 13.9.2 20mm cement plaster 81 13.31 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 82 13.31.1 Water thinnable cement primer 83 13.33 Finishing walls with textured exterior paint of required shade : 84 13.33.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. 85 9.1 Providing wood work in frames of door ,window ,clerestory windows & other frames ,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 86 9.1.2 Local best quality Uningthou wood 87 9.4 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of the Engineer-in-Charge. 88 9.4.1 Local best quality teak wood,9.4.1.1 35mm thick shutters 89 10.24 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. 90 10.24.2 In grating, frames, guard bar, railing, brackets, gates and similar works. 91 13.37 Applying priming coat : 92 13.37.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works: 93 13.39 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’ specifications including appropriate priming coat,preparation of surface, etc. complete. 94 13.39.1 On steel works 95 Construction of Bamboo Gazebo of size 8"x8" 96 2 number of Gazebo, Size 8"x8", made of Treated & seasoned construction grade matured bamboos. Dandrocalamus Giganteus (Maribop), Thyrsostachys Oliveri Gamble (T.Oliveri) & Bambusa Tulda Walls (Utang). Used for pillar posts, suspended floor supports, roofing frames & handrails. Color coated & textured 0.35mm steel roofs. Marine plywood for flooring. Crews, nuts & bolts, hooks, cane strips, nails etc. Polyurethane primer, Double coat of Polyurethane Exterior wood paint sealer & Double coat of Polyurethane exterior wood paint. Plain cement concrete (P.C.C.) pedestals. Inclusive of labour charges. 97 Construction of Gazebo 98 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 99 2.6.1 All kinds of soil 100 2.24 Extra for every additional lift of 1.5ms or part thereof in 101 2.24.1 All kinds of soil 102 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 103 4.1.3 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 40 mm nominal size) 104 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 105 5.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, columns, pillars, piers, abutments, posts and struts, etc. above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement: 106 5.2.1 1:1.5:3 (1 cement: 1.5 coare sand: 3 graded stone aggregate 20 mm nom size) 107 5.9 Centering and shuttering including strutting, propping etc.and removal of form for: 108 Footings 109 Pedestals 110 Platform 111 Plinth beams 112 Columns 113 5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 114 5.20 A.2Thermo-Mechanically Treated bars 115 5.20 A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete.Above plinth level. 116 5.20 A.2Thermo-Mechanically Treated bars 117 7.1 Random rubble masonry with hard stone 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: 118 7.1.1 Cement mortar 1:6(1 cement: 6 coarse sand) 119 2.23 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 120 7.6 Coursedrubblemasonry(firstsort)withhardstonein foundation and plinth with: 121 7.6.1 Cement mortar 1:6 (1 cement:6 coarse sand 122 8.8 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portion of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 ( 1 Cement : 4 Coarse Sand) laid and pointing with cement slurry admixed with pigmentof matching shad including rubbing, curing and polishing etc all complete as specified and as directed by the Engineer - in – Charge. 123 8.8.1 Polished Granite stone slab Jet Black, Chery Red, Elite Brown cat Eye or equivalent. 124 10.26 Providingandfixingstainlesssteel (Grade304) railingmade of Hollow tubes, channels, plates, etc., including welding, grinding, buffing, polishing and making curvature(wherever required) and fitting the same with necessary stainlesssteel nuts and boltscomplete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners,stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab withsuitable arrangement as per approval of Engineer-in-charge,(for paymentpurpose only weight of stainlesssteelmembersshallbe considered excludingfixingaccessories such asnuts, bolts, fasteners etc.). 125 10.16 Steel work in built up tubular ( round, square or rectangular tubes etc.) trusses, etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers, etc. complete. 126 13.36.2 Painting steel work with deluxe multi surface paint to give an even shade . Two or more coats applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.8- ltr/10sqm of approved brand and manufacture. 127 12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with 128 12.47 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete: 129 6.2 Brick work with 1st class common burnt clay F.P.S. (Non modular) bricks in superstructure above plinth level up to floor V level in all shape and sizes in: 130 6.2.1 cement mortar 1:4 ( 1 Cement: 4 coarse sand ) 131 13.10 15mm cement plaster 1:3 (1cement:3coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall 132 12.47 Providing and fixing precoated galvanised steel sheet roofing accessories , Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : 133 17.28 Providing and placing on terrace (at all floor levels ) polythhylene water storage tank , IS 12701 marked , with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support for tank. 134 P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in charge. 135 (a) 75 mm dia 136 P/F Chlorinate Polyvinyl Cloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings.This includesjointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testingof joints complete as per direction of Engineer in charge. External work. 137 (a) 40mm nominal outer dia pipes 138 (b) 15mm nominal outer dia pipes 139 P/F C.P. brass long body bib cock of approved quality conforming to standard and weighing not less than 690 gms (a) 15mm nominal bore 140 H - Construction of parking area 141 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getiing out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 142 2.6.1 All kinds of soil 143 2.23 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by raming and watering, lead upto 50m and lift upto 1.5m 144 5.9 Centering and shuttering including strutting, propping etc.and removal of form for: 145 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 146 11.6 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 grated stone aggregate 20 mm nominal size) including finishing complete. 147 I - Construction of walking track 148 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 149 2.6.1 All kinds of soil 150 Providing, laying and compacting granular base/sub-base with naturally occurred sand gravel materialfree from organic ore other deleterious constituents spreading with Motor Grader and compacted by rolling with powerroller of 8 -10 tonne capacity in layers not exceeding 150mm (spread thickness) 151 J - Construction of interception drainck 152 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getiing out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 153 2.23 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 upto 50 m and lift upto 1.5m. 154 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 155 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 156 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 4.1.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 157 4.1.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) 158 7.6 Coursedrubblemasonry(firstsort)withhardstonein foundation and plinth with: 159 7.6.1 Cement mortar 1:6 (1 cement:6 coarse sand) 160 5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 161 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 162 10.24 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. 163 10.24.2 In grating, frames, guard bar, railing, brackets, gates and similar works. 164 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 165 13.9.1 12mm cement plaster. 166 K - Construction of caretaker room 167 2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge. 168 2.6.1 All kinds of soil 169 2.24 Extra for every additional lift of 1.5ms or part thereof in 170 2.24.1 All kinds of soil 171 2.23 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 upto 50 metres lift upto 1.5 metre. 172 4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 173 4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) 174 5.1 P/L in position specified grade of concrete of r/f cement concrete excluding the cost of centering, shuttering, finishing, and r/f - All work upto plinth level: 175 5.1.1 1:1.5:3 (1 cem: 1.5 c/sand: 3 graded stone aggregate 20 mm nom size) 176 5.2 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement: 177 5.1.1 1:1.5:3 (1 cem: 1.5 c/sand: 3 graded stone aggregate 20 mm nom size) 178 7.1 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) at plinth level With: 179 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) 180 7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level. 181 5.3 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). 182 10.18 P/F M.S round holding down with nuts and washer plates complete. 183 10.2 Structural steel work riveted, bolted, or welded 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 : 184 12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required with 185 12.46.1 Precoated galvanised iron profile sheets0.35 mm thick 186 12.47 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete: 187 12.47.1.1 Precoated galvanised iron profile sheets 0.35 mm thick 188 5.9 Centering and shuttering including strutting, propping etc. and removal of form for: 189 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 190 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts 191 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 192 6.9 Half brick masonary with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in 193 6.9.1 cement mortar 1:3 (1 cement :3 coarse sand) 194 11.32 P/L 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) i/c grouting the joints with white cement and matching the pigments etc. complete 195 11.32.2 size of tile 1000x1000 mm 196 11.15 Tile work in skirting, risers of steps and dado (upto 2 m height) over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixed with pigment of matching shade complete 197 11.15.1 Marble tiles (polished) Raj Nagar. 8 mm thick 198 11.27 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete 199 5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 200 5.20.1 Thermo-Mechanically Treated bars 201 5.20 A Reinforcement for R.C.C Work including straihtening, cutting, bending, placing in position and binding all complete.Above plinth level. 202 5.20. A.1 Thermo-Mechanically Treated bars 203 13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 204 13.9.1 12mm cement plaster. 205 13.31 Applying one coat of water thinnable cement primer of approved quality on wall surface: 206 13.31.1 Water thinnable cement primer 207 13.36 Finishing walls with deluxe multi surface paint for interior and exterior using primer as per manufactures specification: 208 13.36.1 Two or more coats applied @ 1.25 ltr/ 10 sqm ,over and including one coat of special primer applied @ 0.75 ltr/10 sqm 209 9.1 Providing wood work in frames of door ,window ,clerestory windows & other frames ,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately). 210 9.1.3 Local best quality Tolhao wood 211 9.4 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of the Engineer-in-Charge. 212 9.5.2 Local best quality tolhao wood,9.5.2.2 30mm thick shutters 213 9.6 Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Paneling for paneled or paneled and glazed shutters 25mm to 40mm thick: 214 9.6.2 Local best quality Tolhao wood 215 9.27 Providing 40x5 mm. flat iron hold fast 40 cm lomg i/c fixing to frames with 10 mm. dia. Bolts, nuts & wooden plugs and embedding in cement concrete block 30x10x15 cm.1:3:6 (1 cement : 3 course sand : 6 stone agrt. 20 mm. nominal size) 216 9.63 P/F aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete 217 (a) 300 x 16 mm. 218 (b) 250x16mm 219 9.64 P/F aluminium tower bolts, ISI marked anodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to requied colour or shade with necessary screws etc. complete 220 (a) 150 x 10 mm 221 P/F aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to requied colour or shade with necessary screws etc. complete 222 (a) 125mm 223 16.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C pan) with seat and lid , 10 litre low level white P.V.C flushing cistern including flush pipe with manually controlled device (handle lever) conforming to IS :7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required 224 16.2.1 W.C. pan with ISI marked white solid plastic seat and lid. 225 16.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste itting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors whereverrequired: 226 16.5.1 Single half stall urinal with 5 liter P.V.C. automatic flushing cistern 227 16.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required: 228 16.7A.1 (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass 229 16.26 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 230 16.26.1.2 40mm dia 231 17.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes joinitng of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 232 15 mm nominal outer dia Pipe 233 20mm nominal outer dia Pipes 234 25mm nominal outer dia Pipes 235 17.15 Providing and fixing gun metal non- return valve of approved quality (screwed end) : 236 17.5.1 25 mm nominal bore Horizontal 237 17.28 Providing and placing on terrace (at all floor levels ) polythhylene water storage tank , IS 12701 markewd , with cover and suitable locking arrangement and making necessary holes for inlet , outlet and overflow pipes but without fittings and the base support for tank. 238 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch , modular plate suitable size G.I. box and earthing the point with 1.5mm2 FR PVC insulated copper coductor single core etc. as reqd. 239 1. Group A 240 2. Group B 241 3. Group C 242 Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd. 243 Wiring for circuit / sub main wiringalong with earth wire with (the following sizes) of FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as reqd. 244 1. 2x1.5mm2 + 1x1.5mm2 earth wire. 245 2. 2x2.5mm2 + 1x2.5mm2 earth wire. 246 4. 2x6mm2 + 1x6mm2 earth wire. 247 S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd. 248 S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 and 5/6 amp modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd. 249 S/F brass batten/angle holder i/c connection etc. as reqd. 250 S/F CFL bulk head luminaries deep down annodised Al. body, heat resistant primatic glass cover. (Ref 021240, BJBE-19, S-type CFL 1x9W). 251 S/F 48"Sweep (1200mm) A.C Ceiling fan complete with down rod, canopy,3(three) blades but without regulator etc. as reqd. (make Bajaj/Usha or similar). 252 S/F steped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd. 253 S/F of 305mm sweep exhauset fan complete with all accessories i/c connection etc. as reqd. 254 P/F8 way, (2+8 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including poweder coatede painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator). 255 P/F 63 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd. 256 P/F 5 amp. to 32 amp. rating 230V "B" series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd. 257 P/F 63A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in thecubicle panel board, makingconnection as reqd. 258 S/F bus bar chamber with 4 strips copper bus bar of length 300mm suitable for 63A capacity complete with all accessories i/c connection earthing the body etc as reqd. 259 Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd. 260 Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd. 261 P/F 4mm dia Cu. Wire on surface or in recess for loop earthing as reqd. 262 S/F 12W LED bulb. 263 S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminiumhousing & integrated electronic driver with THD<10% i/c connection etc as reqd. 264 L - Providing garden post 265 P/F 8 m long steel tubular pole (410-SP-14). 266 P/F 2.5 mtrs. Long G.P Bracket for fixing of street lamp. 267 Errection of steel tubular pole of lenght not less than 8 mtrs but not exceeding 10 mtrs in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone agtt. 40mm nominal size) founation i/c excavation & relling etc. as reqd. 268 Supplying and drawing (following size) of FR PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit as reqd. 269 2x2.5mm2 270 P/F 5 amp. to 32 amp. rating 230V "B" series MCB for lighting and other load of (following poles) in the existing MCB DB complete with connection testing and commissioning etc. as reqd. 271 Double Pole 272 Providing of 10mm2 2-core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade. 273 Providing of 16mm2 2-core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade. 274 Laying of 1 no. PVC insulated PVC sheathed power cable of 1.1KV grade of size not less than 25mm2 but not exceeding 120mm2 direct in ground i/c excavation, sand cushioning, protective covering and re-filling thetrench etc. as reqd. 275 Fabrication of control panel board by 16 gauge steel sheet, along with components mounting, making strip wiring auxiliary components, wiring all over the panel i/c fixing charge, painting etc. as reqd. 276 Indicating Lamp 277 Voltmeter range 0-500 volts. 278 Ammeter range 0-200 volts. 279 Current transformer coil range 0-200 amp. 280 Hinges for panel door 281 Panel door locks. 282 Selector switch for ammeter & voltmeter. 283 P/F 100A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in thecubicle panel board, makingconnection as reqd. 284 P/F bus bar chamber with 4 strip scopper bus bar of length suitable for 100A capacity complete with all accessories i/c connection earthing the body etc as reqd. 285 Providing and fixings 4 pole MCCB 100 amp. 16 KA in existing cubicle panel board including drilling holes in cubicle panel & making connection etc. as reqd. 286 Earthing with G.I. earth pipe 4.5m long 40mm dia i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(with charcoal or coke and salt) as reqd. 287 P/L earth connection from earth electrode with 8 SWG dia G.I. wire in 15mm dia G.I. pipe as reqd. 288 Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 289 P/F Programmable Time Switch 24 Hrs (DCTDD15016). 290 P/F 150W LED Street Lilght luminaries (ATCom LED Solerno SL S2 Series)..

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