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| 1 | Brick work with FALG bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 2 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 3 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer- in-Charge. (a) Internal Work-Exposed on wall |
| 4 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 5 | 25 to 40 mm nominal bore |
| 6 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 7 | 25 mm nominal bore |
| 8 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading thepipe and making long screws etc. complete (New work) : |
| 9 | 25 mm nominal bore |
| 10 | 40 mm nominal bore |
| 11 | 80 mm nominal bore |
| 12 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching andrefilling etc. External work |
| 13 | 25 mm dia nominal bore |
| 14 | 40 mm dia nominal bore |
| 15 | 80 mm dia nominal bore |
| 16 | 50 mm dia nominal bore |
| 17 | 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 ofEngineer in Charge. External work |
| 18 | 25 mm nominal dia Pipes |
| 19 | 40 mm nominal dia Pipes |
| 20 | 32 mm nominal dia Pipes |
| 21 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) : |
| 22 | 25 mm nominal bore |
| 23 | 32 mm nominal bore. |
| 24 | 40 mm nominal bore |
| 25 | Providing and fixing PTMT extension nipple for water tank pipe, fittings ofapproved quality and colour. |
| 26 | 25mm nominal bore, weighing not less than 62 gms |
| 27 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 28 | 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 basesupport for tank. |
| 29 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 30 | 1:4 (1 cement: 4 fine sand) |
| 31 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface : |
| 32 | Water thinnable cement primer |
| 33 | Finishing walls with water proofing cement paint of required shade : |
| 34 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 35 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level. |
| 36 | Cold twisted bars |
| 37 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 38 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as perdirection of Engineer - in- charge. |
| 39 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres leadas per direction of Engineer-in-charge. |
| 40 | In cement mortar |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture to give aneven shade : |
| 42 | Two or more coats on new work |
| 43 | Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level : |
| 44 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 45 | Carriage of Materials |
| 46 | By Mechanical Transport including loading,unloading and stacking Lime, moorum, building rubbish Lead upto 2 km |
| 47 | Providing and fixing ball valve (brass) of approved quality, High or low pressure,with plastic floats complete : |
| 48 | 25 mm nominal bore |
| 49 | Providing CI sluice valve 80mm size |
| 50 | Providing CI sluice valve 50mm size |
| 51 | Providing G.I.pipe (medium quality) |
| 52 | 100mm dia size |
| 53 | 125mm dia size |
| 54 | 150mm dia size |
| 55 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubberinsertions etc. (the tail pieces if required will be paid separately) : |
| 56 | 100 mm diameter |
| 57 | Class II |
| 58 | 150 mm diameter |
| 59 | Class II |
| 60 | 200 mm diameter |
| 61 | Class II |
| 62 | Providing GI flange of heavy quality (Heavy duty) |
| 63 | 50mm dia size |
| 64 | 80mm dia size |
| 65 | 100mm dia size |
| 66 | G.I. Socket |
| 67 | 25mm dia |
| 68 | G.I. Nipple |
| 69 | 25mm dia |
| 70 | Providing G.I.bend approved quality as per inst. Of EIC. |
| 71 | 50mm dia size |
| 72 | 80mm dia size |
| 73 | 100mm dia size |
| 74 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
