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| 1 | CONSTRUCTION WORK OF RCC DRAINAGE SYSTEM AND PUMP HOUSE FOR DRAINAGE SYSTEM OF MEDICAL COLLEGE CAMPUS IN DISTRICT KAUSHAMBI. |
| 2 | (A) SUMP WITH PUMP HOUSE |
| 3 | 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 upto 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. |
| 4 | 0.0 TO 1.50 Mtr |
| 5 | 1.50 TO 3.0 Mtr |
| 6 | 3.0 TO 4.50 Mtr |
| 7 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 8 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 9 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 10 | All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Lintel) |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 12 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 13 | All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Beam) |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 15 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 16 | All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Slab) |
| 17 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 18 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 19 | All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (Footing) |
| 20 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 21 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 22 | All works upto plinth level, Concrete of M30 grade with minimum cement content of 350 kg /cum. For 398 kg/Cum [For M-30 48 Kg X 5.156] (R.C.C. Wall/Column) |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class-150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 25 | 15 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 26 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 27 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster |
| 28 | Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats and stoppers and including fixing and adjustment of hinges bolts locks handles springs fitting with necessary screws to be supplied departmentally. (a) 35mm thick |
| 29 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 30 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. Flats,square or round bars etc. all complete. Fixed to Steel windows by welding |
| 31 | Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 32 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 33 | Window |
| 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Inner side) |
| 35 | 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 base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm. |
| 36 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Ceiling) |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : |
| 39 | (a) 250 mm x 10mm |
| 40 | (a) 200 mm x 10mm |
| 41 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm |
| 42 | Steel Painting: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 43 | Steel Painting: (b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 44 | Wooden Painting: (a) Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
| 45 | Wooden Painting: (b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 46 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to |
| 47 | IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick |
| 48 | jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including l |
| 49 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of : i) Ist course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) IInd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. |
| 50 | iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 Kg. per sqm of area. iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/sqm.) |
| 51 | Providing and mixing integral crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck, using integral crystalline admixture @ 0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 52 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), 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. |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. |
| 54 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 56 | (B) ELECTRICAL & MECHANICAL WORKS |
| 57 | Design, Supply, Installation, Commissioning & Testing of Manual Screen Complete with all accessories etc complete with all respects. |
| 58 | Design, Supply, Installation, Commissioning & Testing of Non-Clog Single Stage bottom Suction Submersible Newage Pumping Plant (900 RPM/12HP Capacity 28 LPS 11 Mr Head) Along with Auto Coupling Guide pipe complete with all accessories etc |
| 59 | Design, Supply, Installation, Commissioning & Testing 1.1 control Switch Gear Panel Board 2 Nos Incomming & Nos Outgoing panel along with power control cable-1 lot with adequate suitable capacity & size for Pumping Plant & all accessories Complete in all Respects. |
| 60 | Installation, testing & commissioning of 63 KVA, 11 KV 1433 V, 50 Hz, 3 phase Delta/Star connected ONAN transformer with Dyn-11 vector group suitable for out door, floor mounting. The transformer shall have OFF Lond taps in steps of +/- 2.5% and +/-5%, complete with Orst fill of oil and shall conform to IS: 2026, 1977 (latest edition) |
| 61 | Design, Supply, Installation, Commissioning & Testing of 121HP L&T make Industrial Starter |
| 62 | Design, Supply, Installation, Commissioning & Testing of 45 KVA Complete with Construction of foundation rubber matting complete power wiring, First Filling mobile oil, commissioning of the D.G set Including Fuel for a max.period of 8 hours etc.Complete with all respect. |
| 63 | Design, Supply, Installation, Commissioning & Testing of 150mm Dia Sluice Valve (4 Nos.), 200mm Dia Sluice Valve for common Header (1 Nos.) 200mm Dia Non-Return valve for common Header & D.F.C.I Pipes Fittings and D.F.C.I Special Electrical Actuators. Dismantling joints nuts & bolts of S.S and Rubber Insertion packing complete with all respect etc. |
| 64 | Supply and laying of aluminium conducter, PVC Insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. |
| 65 | 100 sqmm 3.5 core |
| 66 | 70 sqmm 3.5 core |
| 67 | 10 sqmm 3.5 core |
| 68 | Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire |
| 69 | 300 sqmm 3.5 core |
| 70 | 70 sqmm 3.5 core |
| 71 | 50 sqmm 3.5 core |
| 72 | Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of Engineer-Incharge. |
| 73 | 300 sqmm |
| 74 | 70 sqmm |
| 75 | 50 sqmm |
| 76 | supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.1.pipe and hoonel for watering and two carthing leads of No.8 to HONWG Gl.wire in 15mm diaG.I. pipe upto switch board tham apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged over, masonary housing, alternate layers/of charcoal/wke and salt at least 150mm thick alround etc. complete all respects. |
| 77 | Supply and burying of 600mm X 600mm X 3 mm copper Plate vertically for earthing with its top at least 3 metres helaw ground level complete with 20mm dia G.I pipe and hunnel for watering and one earthing lead of one no. 8 NWG copper wire in 15 mm dia G.I pipe up to switch board (from appron to switch board the cost of G.1 pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housing alternate layers of charcoal/coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. |
| 78 | Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 79 | upply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects |
| 80 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects. |
| 81 | upply and fixing of one number 8 SWG G.1 wire in 15mm dia. G.I pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. |
| 82 | Painting of all Electrical/Mechanical equipments and Jappurtent works as per Direction of Engineers. |
| 83 | (C) RCC DRAIN |
| 84 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 85 | 0.00 MT TO 1.50 MT |
| 86 | 1.50 MTR. TO 3.00 MTR. |
| 87 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 88 | 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 mm nominal size) |
| 89 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 90 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 91 | Concrete of M25 grade with minimum cementcontent of 330 kg /cum |
| 92 | As in item no. 3 above but for slabs (Using M-25 Mix concrete). |
| 93 | As in item 3 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using M-25 Mix concrete) |
| 94 | As in item 6 above but in R.C.C. Column. (Using M-25 Mix concrete) |
| 95 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 97 | Foundations, footings, bases of columns, etc. for mass concrete |
| 98 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 99 | Suspended floors, roofs, landings, balconies and accessplatform with water proof ply 12 mm thick |
| 100 | Disposal of earth |
| 101 | Weep hole |
| 102 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 103 | (D) RISING MAIN |
| 104 | Supply of the following sizes of Double flanged D.I. pipes Class K-9 conforming to latest LS. 8329/2000 complete in all respect F.O.R. destination including all taxes and insurance. |
| 105 | Supply of D.I. S/S or flanged Specials conforming to 1.5. 8329/2000 Suitable for |
| 106 | Supply of the following sizes of C.I. Double flanged sluice valves as per LS. 780/1960 for 10kg/Sqcm testing F.O.R Destination including all taxes and Insurance. |
| 107 | Supply and Fixing Air valve with gun metal seat at site stone including all taxes. (50 mm dia) |
| 108 | Excavation for pipe line work in ordinary soil (LOAM CLAY,SAND) etc Including lift up to 1.5m and lead up To 50m and refilling. watering, Ramming of excavated earth in to trenches and disposal of surplus earth up to 50 m from the center of the foundation trenches. 200 mm dia K-9 |
| 109 | Supply of all materials, labour T&P etc. required and construct masonry type sluice valves chamber as per type design including supply and materials labour, T&P etc. complete. |
| 110 | (E) MAIN GATE & WICKET GATE |
| 111 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loan clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. |
| 112 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. |
| 113 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size) R.C.C. Work in footing |
| 114 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size) R.C.C. Work in beam |
| 115 | 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 up to floor five level, including cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 116 | Up to plinth level |
| 117 | Above plinth level |
| 118 | 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. |
| 119 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 120 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 121 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 122 | Steel Painting: (a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works. |
| 123 | Steel Painting: (b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. |
| 124 | Steel work in built up 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. Hot finished welded type tubes |
| 125 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 126 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 127 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 128 | Columns, Pillars, Piers, Abutments, Posts and Struts . |
| 129 | GST Extra as applicable Please Enable Macros to View BoQ information |
