|
| 1 | Anaerobic Baffaled Reactor 3 to 4 KLD |
| 2 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 3 | EXCAVATING 1.5 - 3.0 M DEEP IN ORDINARY SOIL |
| 4 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 5 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 6 | MILD STEEL OR IRON IN PLAIN WORK |
| 7 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 8 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 9 | Supplying and stacking at site. |
| 10 | 53 mm to 22.4 mm size stone aggregate |
| 11 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 |
| 12 | Circular shape 560 mm internal dia |
| 13 | Chlorine Tank 400 to 800 KLD |
| 14 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 15 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 16 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 17 | R.C.C WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST IN RCC COLUMN 1:5.5.3 |
| 18 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 19 | MILD STEEL OR IRON IN PLAIN WORK |
| 20 | 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. |
| 21 | Providing and fixing PTMT extension nipple for watertank pipe, fittings of approved quality and colour. |
| 22 | 25 mm nominal bore weighing not less than 62 gms |
| 23 | 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 inCharge. External work |
| 24 | 25 mm nominal dia Pipes |
| 25 | Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 26 | 100 mm dia. R.C.C. pipe |
| 27 | Chlorine Tank 100 to 300 KLD |
| 28 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 29 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 30 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 31 | R.C.C WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST IN RCC COLUMN 1:5.5.3 |
| 32 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 33 | MILD STEEL OR IRON IN PLAIN WORK |
| 34 | 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. |
| 35 | Providing and fixing gun metal gate valve with C.I. wheelof approved quality (screwed end) : |
| 36 | 25 mm nominal bore |
| 37 | Providing and fixing PTMT extension nipple for watertank pipe, fittings of approved quality and colour. |
| 38 | 25 mm nominal bore weighing not less than 62 gms |
| 39 | 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 inCharge. External work |
| 40 | 25 mm nominal dia Pipes |
| 41 | Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 42 | 100 mm dia. R.C.C. pipe |
| 43 | Coarse Screen With Grit Chamber |
| 44 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 45 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 46 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 47 | MILD STEEL OR IRON IN PLAIN WORK |
| 48 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, 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 with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 49 | Drain(0.6 X 0.9) |
| 50 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 51 | 40 mm THICK 1:2:4 P.C.C FLOOR WITH CEMENT , COARSE SAND AND 20 mm GAUGE STONE BALLAST WITH BASE CONCREATE (75 MM THICK ) 1:4:8 CEMENT , LOCAL SAND & BRICK 40 MM GAUGE |
| 52 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 53 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 54 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 55 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 56 | MILD STEEL OR IRON IN PLAIN WORK |
| 57 | Gate & Fencing Work 200 Mt |
| 58 | EXCAVATION 0-1.5M.DEEP IN ORDINARY SOIL |
| 59 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m. |
| 60 | All kind of soil |
| 61 | FILLING ,DRESSING AND RAMMING EARTH OR SAND OR BAJRI OR BALLAST OR KANKAR ORSHINGLE |
| 62 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 63 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 64 | R.C.C WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST IN RCC COLUMN 1:5.5.3 |
| 65 | MILD STEEL OR IRON IN PLAIN WORK |
| 66 | WHITE WASHING ONE COAT |
| 67 | COLOUR WASHING ONE COAT USING COLORINGMATERIALS OF BUFF, BLUE, BROWN SHADE TWO COATS |
| 68 | MILD STEEL OR IRON WORK IN HEAVY SIZES |
| 69 | PAINTING OR VARNISHING ON NEW IRON WORK IN SMALL AREAS OR NEW WOOD WORK WITH ONE COAT PRIMING & ONE COAT PAINT OR VARNISH |
| 70 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 71 | Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level : |
| 72 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 73 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed withG.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 74 | With G.I. barbed wire |
| 75 | Guard Room |
| 76 | EXCAVATION 0-1.5M.DEEP IN ORDINARY SOIL |
| 77 | 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 forall lift. |
| 78 | SAND FILLING IN PLINTH |
| 79 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 80 | 25 MM THICK D.P.C WITH CEMENT & COARSE - SAND 1:2 & 12 MM STONE GRIT 1:1.5:3 |
| 81 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 82 | MILD STEEL OR IRON IN PLAIN WORK |
| 83 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 84 | 1st CLASS BRICK - WORK IN 1: 4 CEMENT & LOCAL -SAND MORTER IN SUPERSTRUCTURE FOR ONE BRICK THICK WALL |
| 85 | 15 mm cement plaster on rough side of single or halfbrick wall of mix: |
| 86 | 1:6 (1 cement: 6 coarse sand) |
| 87 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 88 | EXTRA ON ALL ITEM OF PLASTER IF DONE ON CEILING |
| 89 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40X40X6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fitting complete, including applying a priming coat of approvedsteel primer. |
| 90 | Using M.S. angels 40x40x6 mm for diagonal braces |
| 91 | PAINTING OR VARNISHING ON NEW IRON WORK IN SMALL AREAS OR NEW WOOD WORK WITH ONE COAT PRIMING & ONE COAT PAINT OR VARNISH |
| 92 | PAINTING OR VARNISHING ON NEW IRON WORK IN SMALL AREAS OR NEW WOOD WORK WITH ONE COAT PRIMING & ONE COAT PAINT OR VARNISH BUT FOR EVERY COAT AFTER FIRST COAT |
| 93 | ONE PRIMING & ONE OIL DISTEMPER COAT ON NEW WORK |
| 94 | WHITE WASHING ONE COAT BUT TWO COATS |
| 95 | 25MM THICK 1 : 2 : 4 P.C.C FLOOR WITH CEMENT,COARSE SAND AND 20MM GAUGE STONE BALLAST WITH BASE CONCRETE (75MM THICK ) 1 : 4: 8 CEMENT , LOCAL SAND & BRICK BALLAST 40 MM GAGUGE |
| 96 | 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, glass panes complete all as per approved design, (sectional weight of only steel members shall be measured for payment). |
| 97 | 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 20mm nominal size) |
| 98 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, allcomplete with : |
| 99 | 5.5 mm thick glass panes |
| 100 | Horizontal Planted Gravel Filter 4 KLD |
| 101 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 102 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 103 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 104 | MILD STEEL OR IRON IN PLAIN WORK |
| 105 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 106 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 107 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 108 | All kinds of soil |
| 109 | Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 110 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. |
| 111 | 110 mm diameter |
| 112 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382,leaving 10 mm gap for thermal expansion. |
| 113 | Bend 87.5° , 110 mm bend |
| 114 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate |
| 115 | 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-charge. |
| 116 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in charge. |
| 117 | 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. |
| 118 | Leach Pit With Silt Chamber 10 KLD |
| 119 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 120 | EXCAVATING 1.5 - 3.0 M DEEP IN ORDINARY SOIL |
| 121 | EXCAVATING 3.0 - 4.5 M DEEP IN ORDINARY SOIL |
| 122 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 123 | R.C.C . WITH CEMENT , COARSE SAND AND 20 MM STONE BALLAST 1:1.5:3 IN SLABS |
| 124 | MILD STEEL OR IRON IN PLAIN WORK |
| 125 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 126 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 127 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 128 | Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 129 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. |
| 130 | 110 mm diameter |
| 131 | Planted Drying Bed 3 KLD |
| 132 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 133 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 134 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:5.5.3 IN RAFT FAOUNDATION &FOOTING. |
| 135 | MILD STEEL OR IRON IN PLAIN WORK |
| 136 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 137 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 138 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 139 | Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for allleads & lifts, all complete as per direction of Engineer-in-charge. |
| 140 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in charge. |
| 141 | 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. |
| 142 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 143 | Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 144 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. |
| 145 | 110 mm diameter |
| 146 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement: 4 coarse sand) : |
| 147 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, 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 with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 148 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stoneaggregate 20 mm nominal size derived from natural sources) over 75 mmthick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth. |
| 149 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 150 | 80 mm thick C.C. paver block of M-35 grade withapproved colour design and pattern. |
| 151 | Planted Drying Bed 4 KLD |
| 152 | EXCAVATING 0.0 - 1.5M DEEP IN ORDINARY SOIL |
| 153 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 154 | R.C.C WITH CEMENT , COARSE SAND AND 40 MM STONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS &FOOTING |
| 155 | MILD STEEL OR IRON IN PLAIN WORK |
| 156 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 157 | 12 MM THICK PLASTER WITH CEMENT & LOCAL SAND MORTAR (1:4) |
| 158 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. |
| 159 | Supplying, filling, spreading & leveling stone boulders of size range 5 cmto 20 cm, in recharge pit, in the required thickness, for allleads & lifts, all complete as per direction of Engineer-in-charge. |
| 160 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer ofboulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in charge. |
| 161 | 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. |
| 162 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depthupto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil |
| 163 | Pipes cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia |
| 164 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. |
| 165 | 110 mm diameter |
| 166 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cementmortar 1 : 4 (1 cement: 4 coarse sand) : |
| 167 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, 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 with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 168 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mmthick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation,levelling & dressing & finishing the top smooth. |
| 169 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 170 | 80 mm thick C.C. paver block of M-35 grade withapproved colour design and pattern. |
| 171 | Sludge Storage House |
| 172 | EXCAVATION 0-1.5M.DEEP IN ORDINARY SOIL |
| 173 | C.C. 20 MM STONE BALLAST , COARSE SAND AND CEMENT 8:4:1 |
| 174 | R.C.C WITH CEMENT , COARSE SAND AND 40 MMSTONE BALLAST 1:1.5:3 IN RAFT FOUNDATIONS & FOOTING |
| 175 | MILD STEEL OR IRON IN PLAIN WORK |
| 176 | 1 ST CLASS BRICK-WORK IN 1:4 CEMENT & LOCAL-SAND MORTAR IN FOUNDATION & PLINTH . |
| 177 | 1st CLASS BRICKS FLOOR LAID DRY , JOINTS SAND FILLED |
| 178 | MILD STEEL OR IRON WORK IN HEAVY SIZES |
| 179 | SUPPLY & FIX GALVANISED CORRUGATED IRON ROOFING 0.63MM THICK |
| 180 | Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete. |
| 181 | PAINTING ROOF OR OTHER IRON WORK IN LARGE AREA WITH ONE COAT PRIMING & ONE COAT PAINTOR VARNISH |
| 182 | Waste Stabilization Pond 300 KLD |
| 183 | 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 for all lift, asdirected by Engineer-in-charge. |
| 184 | All kinds of soil |
| 185 | Banking with Excavated Earth |
| 186 | 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 20 mm nominal size) upto plinth level with : |
| 187 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 188 | Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 189 | 300 mm dia. R.C.C. pipe |
| 190 | Dry stone pitching 22.5 cm thick including supply ofstones and preparing surface complete. |
| 191 | Waste Stabilization Pond 500 KLD |
| 192 | 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 for all lift, asdirected by Engineer-in-charge. |
| 193 | All kinds of soil |
| 194 | Banking with Excavated Earth |
| 195 | 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 20 mm nominal size) upto plinth level with : |
| 196 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 197 | Providing and laying non-pressure NP2 class (light duty)R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 198 | 300 mm dia. R.C.C. pipe |
| 199 | Dry stone pitching 22.5 cm thick including supply ofstones and preparing surface complete. Please Enable Macros to View BoQ information |
