Sales : +91-777 804 8217
| Name of Work: Construction of 204 Four Storied (G+3) EWS houses and Internal site development work at Devanandpur Raebareli Under Pradhan Mantri Awas (Urban) Yojna | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in foundation in ordinary soil ( loam clay,or sand ) including lift upto 1.5 metre ( 5 fts) and lead upto 30m. (100 fts.) and including filling watering and raming of excavated earth into the plinth and removal and disposal of surplus earth and directed by the Engineer - in - charge upto a distance of 30M. ( 100 fts ) from the foundation trenches. | BI01010001010000000000000515BI0100001113 | 82.07 | Cum |
| 2 | 2 | Same as item above (Item 1.1) but excavation in soil mixed with moorum, shingles, kankar etc. Requiring the use of special T&P piclaxces, sabbals etc. | BI01010001010000000000000515BI0100001114 | 12.31 | Cum |
| 3 | 3 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km (5miles) from site of work and including watering, ramming, dressing etc rate to include cost of all materials, labour and T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100001115 | 201.91 | Cum |
| 4 | 4 | Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km. | BI01010001010000000000000515BI0100001116 | 605.74 | Cum |
| 5 | 5 | ADD Royalty to item no: 1.3 | BI01010001010000000000000515BI0100001117 | 605.74 | Cum |
| 6 | 6 | Concrete with 4 cm. (1*1/2 ) gauge brick ballast, fine local sand of 1.25 Fineness modulous and cement in proportion of 8 : 4 : 1 in foundations and under floors, including supply of all materials, labour and T& P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001118 | 134.61 | Cum |
| 7 | 7 | Providing and laying cement concrete 1:4:8 (1 cement : 4 Coarse sand: 8 Graded stone ballast 20mm to 40mm size) including supply of all material, labour and T&P required for proper completion of work and curing complete also including cost of form work in foundation and floors. (Below Foundation) | BI01010001010000000000000515BI0100001119 | 170.78 | Cum |
| 8 | 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | BI01010001010000000000000515BI0100001120 | 246.22 | Cum |
| 9 | 9 | All works above plinth level upto floor V level | BI01010001010000000000000515BI0100001121 | 1887.44 | Cum |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001122 | 992.6 | Sqm |
| 11 | 11 | Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001123 | 5510.76 | Sqm |
| 12 | 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001124 | 7631.25 | Sqm |
| 13 | 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001125 | 6252.54 | Sqm |
| 14 | 14 | Stairs, (excluding landings) except spiral-staircases | BI01010001010000000000000515BI0100001126 | 84 | Sqm |
| 15 | 15 | Edges of slabs and breaks in floors and walls Under 20 cm wide | BI01010001010000000000000515BI0100001127 | 1051.12 | Sqm |
| 16 | 16 | Weather shade, Chajjas, corbels etc., including edges | BI01010001010000000000000515BI0100001129 | 292.32 | Sqm |
| 17 | 17 | Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 250 mm dia piles | BI01010001010000000000000515BI0100001130 | 126 | Sqm |
| 18 | 18 | 300 mm dia piles | BI01010001010000000000000515BI0100001131 | 31.5 | Sqm |
| 19 | 19 | 500 mm dia piles | BI01010001010000000000000515BI0100001132 | 31.5 | Sqm |
| 20 | 20 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work ( When not included in an over 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. Below Plinth and Ground Floor | BI01010001010000000000000515BI0100001133 | 431.29 | Qtl |
| 21 | 21 | First Floor | BI01010001010000000000000515BI0100001134 | 390.95 | Qtl |
| 22 | 22 | Second Floor | BI01010001010000000000000515BI0100001135 | 390.95 | Qtl |
| 23 | 23 | Third Floor | BI01010001010000000000000515BI0100001136 | 390.95 | Qtl |
| 24 | 24 | Mumty | BI01010001010000000000000515BI0100001137 | 37.45 | Qtl |
| 25 | 25 | Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001138 | 255.8 | Cum |
| 26 | 26 | Class 150 brick work in 1 : 5 Cement and coarse sand of mortar in Super Structure including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Ground Floor | BI01010001010000000000000515BI0100001139 | 336.85 | Cum |
| 27 | 27 | First Floor | BI01010001010000000000000515BI0100001140 | 336.85 | Cum |
| 28 | 28 | Second Floor | BI01010001010000000000000515BI0100001141 | 336.85 | Cum |
| 29 | 29 | Third Floor | BI01010001010000000000000515BI0100001142 | 336.85 | Cum |
| 30 | 30 | Class 150 brick work in 1 : 3 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. Cement mortar 1:3 (1 cement : 3 Coarse sand) | BI01010001010000000000000515BI0100001143 | 8.32 | Cum |
| 31 | 31 | First Floor | BI01010001010000000000000515BI0100001144 | 8.32 | Cum |
| 32 | 32 | Second Floor | BI01010001010000000000000515BI0100001145 | 8.32 | Cum |
| 33 | 33 | Third Floor | BI01010001010000000000000515BI0100001146 | 580.69 | Cum |
| 34 | 34 | Class 150 brick work in 1 : 4 Cement and Coarse sand of mortar in Super Structure 0.115mm thick including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (0.115 thk wall) Ground Floor | BI01010001010000000000000515BI0100001147 | 480.44 | Cum |
| 35 | 35 | First Floor | BI01010001010000000000000515BI0100001148 | 480.44 | Cum |
| 36 | 36 | Second Floor | BI01010001010000000000000515BI0100001149 | 480.44 | Cum |
| 37 | 37 | Third Floor | BI01010001010000000000000515BI0100001150 | 480.44 | Cum |
| 38 | 38 | Mumty and Parapet Wall | BI01010001010000000000000515BI0100001151 | 148.04 | Cum |
| 39 | 39 | Supply and fixing of flush doors commercial quality conforming to I.S. 2202 Part I ( 1983 ) including fixing of wooden cleats and stoppers and including fixing and djustment of hinges, bolts, locks, handle, springs and other fittings but excluding their supply and including painting with two coats of Black Japan paint on all iron fitting if necessary Fitting with necessary screws to be included complete. (a) 32mm thick | BI01010001010000000000000515BI0100001152 | 1864.8 | Cum |
| 40 | 40 | Mild steel or iron work of heavy sizes and sections such as holding down bolts, hold fast tie rods, gratings etc. ( when not included in an over all rates ) wrought to required form including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. Fabrication door and window frames (chaukhats) | BI01010001010000000000000515BI0100001153 | 49992.1 | Kg |
| 41 | 41 | Fabrication of Window grill. | BI01010001010000000000000515BI0100001154 | 545.37 | Kg |
| 42 | 42 | Providing and fixing Plain glass 4mm thick best quality cut to size including wastage in windows. | BI01010001010000000000000515BI0100001155 | 801.36 | Sqm |
| 43 | 43 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x0.90 mm M.S. laths with 0.90 mm thick top cover | BI01010001010000000000000515BI0100001156 | 81 | Sqm |
| 44 | 44 | 12 mm Thick cement plaster of mix : 1:6 (1 cement: 6 coarse sand) Ground Floor | BI01010001010000000000000515BI0100001158 | 9061.86 | Sqm |
| 45 | 45 | First Floor | BI01010001010000000000000515BI0100001159 | 9061.86 | Sqm |
| 46 | 46 | Second Floor | BI01010001010000000000000515BI0100001160 | 9061.86 | Sqm |
| 47 | 47 | Third Floor | BI01010001010000000000000515BI0100001161 | 9061.86 | Sqm |
| 48 | 48 | Mumty | BI01010001010000000000000515BI0100001162 | 2166.35 | Sqm |
| 49 | 49 | Cement concrete flooring 1 : 2 : 4 ( 1 Cement : 2 Coarse Sand : 4 graded Stone aggregate 12 - 20 mm nominal size ) laid in one layer neat Cement ( 25 mm thick floor ). Ground Floor | BI01010001010000000000000515BI0100001163 | 2306.49 | Sqm |
| 50 | 50 | First Floor | BI01010001010000000000000515BI0100001164 | 1513.44 | Sqm |
| 51 | 51 | Second Floor | BI01010001010000000000000515BI0100001165 | 1513.44 | Sqm |
| 52 | 52 | Third Floor | BI01010001010000000000000515BI0100001166 | 1513.44 | Sqm |
| 53 | 53 | Mumty | BI01010001010000000000000515BI0100001167 | 507.92 | Sqm |
| 54 | 54 | 20 mm thick Cement plaster in dedo / skirting in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work. Ground Floor | BI01010001010000000000000515BI0100001168 | 1241.06 | Sqm |
| 55 | 55 | First Floor | BI01010001010000000000000515BI0100001169 | 1241.06 | Sqm |
| 56 | 56 | Second Floor | BI01010001010000000000000515BI0100001170 | 1241.06 | Sqm |
| 57 | 57 | Third Floor | BI01010001010000000000000515BI0100001171 | 1241.06 | Sqm |
| 58 | 58 | 12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001172 | 1318.98 | Sqm |
| 59 | 59 | Painting or varnishing on iron work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming. | BI01010001010000000000000515BI0100001173 | 1447.15 | Sqm |
| 60 | 60 | Painting or varnishing on wood work in small areas with one coat of approved superior quality readymixed priming paint and one coat of ready mixed paint of clear varnish including supply of all materials, labour & T &P etc required for proper completion of work. Paint to be used should confirm I.S.I. No: 103-1950 including priming. | BI01010001010000000000000515BI0100001174 | 1915.2 | Sqm |
| 61 | 61 | Finishing walls with Acrylic smooth exterior paint of required shade: New Work (Two or more coat applied @ 1.67 Ltr/10Sqmt over and including priming coat of exterior primer applied @2.20Kg/10sqm) (ace Adv, walmasta) Asian, Berger. | BI01010001010000000000000515BI0100001175 | 10281.2 | Sqm |
| 62 | 62 | 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. | BI01010001010000000000000515BI0100001176 | 10281.2 | Sqm |
| 63 | 63 | White washing three coat on new surface. | BI01010001010000000000000515BI0100001177 | 39901.5 | Sqm |
| 64 | 64 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :250x16 mm | BI01010001010000000000000515BI0100001178 | 1148 | Nos |
| 65 | 65 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : Tower bolt (200mmx 10mm) | BI01010001010000000000000515BI0100001179 | 574 | Nos |
| 66 | 66 | Tower bolt (100mmx 10mm) | BI01010001010000000000000515BI0100001181 | 2296 | Nos |
| 67 | 67 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm | BI01010001010000000000000515BI0100001182 | 2296 | Nos |
| 68 | 68 | Providing & filling light aggregate under floor of toilets & other sunken roofs. | BI01010001010000000000000515BI0100001183 | 162.97 | Cum |
| 69 | 69 | 20 mm thick Cement plaster in Sunken area in 1 : 2 consisting of one part of Cement and 2 parts of aproved Coarse Sand laid in panels, finished with 3 mm floating coat of neat Cement or Cement and marble dust in ratio of 5 : 1 including supply of all materials labour T & P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001184 | 258.55 | Sqm |
| 70 | 70 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: After surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. Laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. Third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. Fourth and final layer of brick tiling with cement mortar (which\nwill be paid for separately.For the purpose of measurement the\nentire treated surface will be measured. | BI01010001010000000000000515BI0100001185 | 1540 | Sqm |
| 71 | 71 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required. White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests | BI01010001010000000000000515BI0100001186 | 224 | Nos |
| 72 | 72 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. Brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. | BI01010001010000000000000515BI0100001188 | 224 | Nos |
| 73 | 73 | Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x460 mm bowl depth 200 mm | BI01010001010000000000000515BI0100001189 | 224 | Nos |
| 74 | 74 | Providing, fixing and jointing PVC pipes of different diameters with with PVC solvent cement (or as per manufacturers specifications) with or without sockets (if sockets are provided with pipe length) in vertical Sewage line, waste water line and vent line with all necessary bends, angle bends, Tees along with all necessary fastners and bolt wherever required including testing of the same all as per direction and satisfaction of engineer in charge. Providing & fixing pipes. 6Kg per SqCm pressure pipe 150mm dia soil waste pipe vertical. | BI01010001010000000000000515BI0100001190 | 2698.5 | R.M. |
| 75 | 75 | 6Kg per SqCm pressure pipe 100mm dia soil waste pipe Horizontal. | BI01010001010000000000000515BI0100001191 | 5936 | R.M. |
| 76 | 76 | 6Kg per SqCm pressure pipe 75mm dia pipe Horizontal. | BI01010001010000000000000515BI0100001192 | 11648 | R.M. |
| 77 | 77 | Providing & fixing PVC Covel . 75 mm dia | BI01010001010000000000000515BI0100001193 | 224 | Nos |
| 78 | 78 | Providing & fixing of PVC door T of required degree insertion complete . 150 mm dia | BI01010001010000000000000515BI0100001195 | 224 | Nos |
| 79 | 79 | 100 mm dia | BI01010001010000000000000515BI0100001197 | 224 | Nos |
| 80 | 80 | 75mm dia | BI01010001010000000000000515BI0100001198 | 224 | Nos |
| 81 | 81 | P \ F PVC Trap of self Cleansing Design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. Nahanni Trap 100mm dia inlet and 75 mm dia outlet. | BI01010001010000000000000515BI0100001199 | 896 | Nos. |
| 82 | 82 | S' Trap 100mm dia inlet and 150mm dia outlet | BI01010001010000000000000515BI0100001200 | 224 | Nos. |
| 83 | 83 | Providing and fixing to the inlet mouth of rain water pipe C.I. grating 100 mm diameter and weighing not less than 440 grams. | BI01010001010000000000000515BI0100001201 | 224 | Nos |
| 84 | 84 | Cutting holes in wall including making good | BI01010001010000000000000515BI0100001202 | 672 | Nos |
| 85 | 85 | Cutting holes upto 15*15 cm in R.C.C. floors & roofs | BI01010001010000000000000515BI0100001203 | 224 | Nos |
| 86 | 86 | P / F unplasticified - 110 mm dia P. V. C pipe clips of approved design to unplasticised - P. V. C . rain waterpipes by means of 50 x 50 x 50mm hard wood plugs,screwed with M. S. screws of required length including cuitting brick work and fixing in cement mortor 1 : 4 (1cement : 4 coarse sand. ) | BI01010001010000000000000515BI0100001204 | 2016 | Rm |
| 87 | 87 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 32 mm nominal inner dia Pipes | BI01010001010000000000000515BI0100001205 | 896 | Nos |
| 88 | 88 | 25 mm nominal outer dia Pipes | BI01010001010000000000000515BI0100001206 | 196 | Nos |
| 89 | 89 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes. | BI01010001010000000000000515BI0100001207 | 4564 | R.M. |
| 90 | 90 | 20mm dia nominal outer dia pipes. | BI01010001010000000000000515BI0100001208 | 2296 | R.M. |
| 91 | 91 | 25mm dia nominal outer dia pipes. | BI01010001010000000000000515BI0100001209 | 1792 | R.M. |
| 92 | 92 | Providing & fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore | BI01010001010000000000000515BI0100001210 | 224 | Nos. |
| 93 | 93 | 32 mm nominal bore | BI01010001010000000000000515BI0100001211 | 112 | Nos. |
| 94 | 94 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than\n88 gms 15mm nominal bore, 86 mm long, weighing not less than 88 gms | BI01010001010000000000000515BI0100001212 | 672 | Nos. |
| 95 | 95 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | BI01010001010000000000000515BI0100001213 | 672 | Nos. |
| 96 | 96 | Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | BI01010001010000000000000515BI0100001214 | 224 | Nos. |
| 97 | 97 | Supply delivery erection testing and commissioning the MS fabricated board of suitable size dust and worming proof painting with powder coated phosphatised paint on which the following supplied items shall be fixed as per direction of engineer in charge etc as required. | BI01010001010000000000000515BI0100001215 | 7 | Nos |
| 98 | 98 | Supplying and fixing 2 + 4 way single door pre-wired SP&N MCBDB of steel sheet enclosure for 240 Volt on existing MS board complete with lose wire box, terminal connectors for all incoming and out going circuits duly pre-wired with 4sqmm FRPVC insulated copper conductor upto terminal block, tinned copper busbar neutral link, earth bar, din bar detachable gland plate interconnection powder coated including earthing etc as required incorporating the following items. | BI01010001010000000000000515BI0100001216 | 7 | Nos |
| 99 | 99 | 40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required. | BI01010001010000000000000515BI0100001217 | 7 | Nos |
| 100 | 100 | 40Amp dubble pole 240Volt isolator in the existing MCBDB complete with connection testing and commessioning etc as required. | BI01010001010000000000000515BI0100001218 | 7 | Nos |
| 101 | 101 | Total Pre Set. Number of stes required. | BI01010001010000000000000515BI0100001219 | 224 | Set |
| 102 | 102 | Wiring for cuircuit / submain wiring along with earth wire with the following sizes of FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduit as required. 2x 1.5 sqmm + 1 x 1.5sqmm earth wire. | BI01010001010000000000000515BI0100001221 | 10080 | Rm |
| 103 | 103 | 2 x 2.5 sqmm + 1 x 2.5 sqmm earth wire. | BI01010001010000000000000515BI0100001222 | 3360 | Rm |
| 104 | 104 | 2 x 4 sqmm + 1 x 4 sqmm earth wire. | BI01010001010000000000000515BI0100001223 | 134.4 | Rm |
| 105 | 105 | 2 x 6 sqmm + 1 x 6 sqmm earth wire. | BI01010001010000000000000515BI0100001224 | 134.4 | Rm |
| 106 | 106 | 2 x 10 sqmm + 1 x 10 sqmm earth wire. | BI01010001010000000000000515BI0100001225 | 112 | Rm |
| 107 | 107 | 4 x 2.5 sqmm + 2 x 2.5 sqmm earth wire. | BI01010001010000000000000515BI0100001226 | 70 | Rm |
| 108 | 108 | Wiring for light point, fan point, exhaust fan point, call bell point with 1.5 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC conduite with 5 Amp piano type switch phenolic laminated sheet of suitable size with suitable size of MS box and earth the point with 1.5 sqmm FRPVC insulated copper conductor single core cable etc as required. | BI01010001010000000000000515BI0100001227 | 1120 | Point |
| 109 | 109 | Group B (Medium point 4.51 - 7.5 mtrs) | BI01010001010000000000000515BI0100001228 | 1792 | Point |
| 110 | 110 | Group C (Long point 7.51-10mtrs) | BI01010001010000000000000515BI0100001229 | 224 | Point |
| 111 | 111 | Wiring for power plug point with 2 x 4 sqmm FRLSPVC insulated copper conductor single core cable in recessed medium class PVC Conduite along with 1 nos 4sqmm FRPVC insulated copper conductor single core cable for loop earthing as required. | BI01010001010000000000000515BI0100001230 | 3808 | Rm |
| 112 | 112 | Supplying and fixing of following size of PVC conduite medium class along with accesseries in recess including cutting the wall and making good the same as required. 20mm dia | BI01010001010000000000000515BI0100001231 | 7168 | Rm |
| 113 | 113 | 25mm dia | BI01010001010000000000000515BI0100001232 | 1400 | Rm |
| 114 | 114 | 32mm dia | BI01010001010000000000000515BI0100001233 | 70 | Rm |
| 115 | 115 | 40mm dia | BI01010001010000000000000515BI0100001234 | 70 | Rm |
| 116 | 116 | 50mm dia | BI01010001010000000000000515BI0100001235 | 70 | Rm |
| 117 | 117 | Supplying and fixing metal box of following sizes (nominal size) in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required. 75 mm X 75 mm X 60 mm deep | BI01010001010000000000000515BI0100001236 | 70 | Each |
| 118 | 118 | 100 mm X 100 mm X 60 mm deep | BI01010001010000000000000515BI0100001237 | 896 | Each |
| 119 | 119 | 150 mm X 75 mm X 60 mm deep | BI01010001010000000000000515BI0100001238 | 70 | Each |
| 120 | 120 | 150 mm X 150 mm X 60 mm deep | BI01010001010000000000000515BI0100001239 | 70 | Each |
| 121 | 121 | 180 mm X 100 mm X 60 mm deep | BI01010001010000000000000515BI0100001240 | 224 | Each |
| 122 | 122 | 200 mm X 125 mm X 60 mm deep | BI01010001010000000000000515BI0100001241 | 224 | Each |
| 123 | 123 | 200 mm X 150 mm X 60 mm deep | BI01010001010000000000000515BI0100001242 | 70 | Each |
| 124 | 124 | 200 mm X 150 mm X 75 mm deep | BI01010001010000000000000515BI0100001243 | 70 | Each |
| 125 | 125 | 200 mm X 250 mm X 60 mm deep | BI01010001010000000000000515BI0100001244 | 70 | Each |
| 126 | 126 | 200 mm X 250 mm X 75 mm deep | BI01010001010000000000000515BI0100001245 | 70 | Each |
| 127 | 127 | Supply and fixing following piano type switch / socket on the existing switch box / cover including connection etc as required . 5/6 Amp switch. | BI01010001010000000000000515BI0100001246 | 4032 | Nos |
| 128 | 128 | 15/16 Amp switch. | BI01010001010000000000000515BI0100001247 | 1120 | Nos |
| 129 | 129 | 5 Pin 5/6 Amp socket outlet. | BI01010001010000000000000515BI0100001248 | 896 | Nos |
| 130 | 130 | 6 Pin 15/16 Amp socket outlet. | BI01010001010000000000000515BI0100001249 | 224 | Nos |
| 131 | 131 | Bell Push. | BI01010001010000000000000515BI0100001250 | 224 | Nos |
| 132 | 132 | Supplying and fixing 3 Pin 5/6 Amp ceiling rose on existing junction box cover plate of phenolic laminated sheet including connection etc as required at the termination point. | BI01010001010000000000000515BI0100001251 | 1344 | Nos |
| 133 | 133 | Supplying and fixing call bell / buzzer suitable for single phase 230 volt complete as required. | BI01010001010000000000000515BI0100001252 | 224 | Nos |
| 134 | 134 | Supplying, Installation, testing and commessioning of step type fan electronic regulator switch size 300 watt, 240 volt in existing switch box including connection with 1.5 sqmm FRPVC insulated copper conductor aingle core cable earthing etc as required. | BI01010001010000000000000515BI0100001253 | 448 | Nos |
| 135 | 135 | Supplying and fixing batten / angle holder on wooden round block fixing on the wall including connection etc as required. | BI01010001010000000000000515BI0100001254 | 2016 | Nos |
| 136 | 136 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing recessed PVC conduit as required. 1 x 1.5 sq. mm | BI01010001010000000000000515BI0100001255 | 700 | Nos |
| 137 | 137 | 2 x 1.5 sq. mm | BI01010001010000000000000515BI0100001256 | 1400 | Nos |
| 138 | 138 | 3 x 1.5 sq. mm | BI01010001010000000000000515BI0100001257 | 1400 | Nos |
| 139 | 139 | 4 x 1.5 sq. mm | BI01010001010000000000000515BI0100001258 | 1050 | Nos |
| 140 | 140 | 2 x 2.5 sq. mm | BI01010001010000000000000515BI0100001259 | 700 | Nos |
| 141 | 141 | 3 x 2.5 sq. mm | BI01010001010000000000000515BI0100001260 | 700 | Nos |
| 142 | 142 | Providing and fixing circular / hexagonal cast iron or MS sheet box for ceiling fan clamp, internal dia 140mm, 73mm high, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed in to the cast iron / MS sheet box by means of 3,3mm dia round headed screw, one lock at the corners. clamp shall be made of 12mm dia MS bar bent to shape as per standard drawing. | BI01010001010000000000000515BI0100001261 | 448 | Nos |
| 143 | 143 | Plate earthing at a depth of 4.5 Mtrs | BI01010001010000000000000515BI0100001262 | 4 | Nos |
| 144 | 144 | Earth work in foundation in ordinary soil ( loam clay,or sand ) including lift upto 1.5 metre ( 5 fts) and lead upto 30m. (100 fts.) and including filling watering and raming of excavated earth into the plinth and removal and disposal of surplus earth and directed by the Engineer - in - charge upto a distance of 30M. ( 100 fts ) from the foundation trenches. | BI01010001010000000000000515BI0100001263 | 14489.3 | CUM |
| 145 | 145 | For additional lift of 1.5 mts. | BI01010001010000000000000515BI0100001264 | 667.5 | Cum |
| 146 | 146 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand: 8 graded brick aggregate 40mm nominal size) including supply of all material labour and T&P etc.required for proper completion of work and curing complete, also including cost of formwork in foundation and floors. | BI01010001010000000000000515BI0100001265 | 596.51 | Cum |
| 147 | 147 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | BI01010001010000000000000515BI0100001266 | 81.18 | Cum |
| 148 | 148 | All works above plinth level upto floor V level | BI01010001010000000000000515BI0100001267 | 150.98 | Cum |
| 149 | 149 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work ( When not included in an over 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. | BI01010001010000000000000515BI0100001268 | 251.85 | Qtl |
| 150 | 150 | First class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work. | BI01010001010000000000000515BI0100001269 | 243.14 | CUM |
| 151 | 151 | Brick work in comman burnt clay F.P.S (non-modular) bricks of class 7.5 in super structure above plinth in all shapes and sizes in cement mortar 1:4 ( 1 cement:4 coarse sand) in one brick thick walls | BI01010001010000000000000515BI0100001270 | 82.1 | CUM |
| 152 | 152 | 12mm thick cement plaster of mix 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001271 | 1525.63 | Sqm |
| 153 | 153 | Mild steel or iron work in heavy size such as Trusses, Built up gates, door frames, record racks, roof work, gate etc wrought to required form including drilling holes, reviting or welding where necessary and also including supply of steel, bolts, nuts etc and their fixing required for proper completion of the work. | BI01010001010000000000000515BI0100001272 | 5354.09 | Kg |
| 154 | 154 | Finishing wall with water proof cement paint of approved make and quality on new work with two coat to give and even shade. Including supply of all labour, material and T & P required for proper completion of the work. | BI01010001010000000000000515BI0100001273 | 1525.63 | Sqm |
| 155 | 155 | Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km. | BI01010001010000000000000515BI0100001274 | 160.25 | Cum |
| 156 | 156 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with mortar grader on prepared surface and well compacted with smooth roller to achive the desired density as per technical specification clause 401 | BI01010001010000000000000515BI0100001275 | 428.46 | Cum |
| 157 | 157 | 12 mm thick Plinth Plaster in 1 : 3 Cement & Coarse Sand mortar below plinth. | BI01010001010000000000000515BI0100001276 | 235.15 | Sqm |
| 158 | 158 | Providing and laying cement concrete 1:2:4 (1 cement : 2 Coarse Sand : 4 graded stone aggregate 20mm nominal size) including supply of all materials, labour and T&P etc. required for proper completion of work and curing complete, also including cost of formwork in foundation and floors. | BI01010001010000000000000515BI0100001277 | 16.02 | Cum |
| 159 | 159 | RCC work in cement approed coarse sand and 2 cm (3/4\") gauge approved stone ballast in the proportion of 1:2:4 in Slabs excluding supply of reinforcement and its binding but including its fixing and bending the same with 24 B.W.G.G.I binding wire and including necessary centring and shuttering etc and also including supply of all materials, labour and T&P etc. required for proper completion of work Binding wire cost being included in the item. | BI01010001010000000000000515BI0100001278 | 6 | Cum |
| 160 | 160 | Providing and laying 80mm thick zig-zag shaped rubber mould interlocking ties compressive strength shall not be less than 30MPa and weight shall not be less than 5.50 Kg including 04cm thick cushion of local sand and 01cm thick layer spreading for joint filling including all material, labour and T&P all with respect to UPPWD specification and to the satisfaction of Engineer in Charge. | BI01010001010000000000000515BI0100001279 | 4484.36 | Cum |
| 161 | 161 | 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 : 250 mm dia. R.C.C. Pipe | BI01010001010000000000000515BI0100001280 | 623.5 | Mt |
| 162 | 162 | 300 mm dia. R.C.C. Pipe | BI01010001010000000000000515BI0100001281 | 623.5 | Mt |
| 163 | 163 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete. 450 mm dia RCC pipes. | BI01010001010000000000000515BI0100001282 | 174 | Mt |
| 164 | 164 | 600 mm dia RCC pipes. | BI01010001010000000000000515BI0100001283 | 7 | Mt |
| 165 | 165 | 900 mm dia RCC pipes. | BI01010001010000000000000515BI0100001284 | 7 | Mt |
| 166 | 166 | Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at\nthe external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001285 | 3 | Each |
| 167 | 167 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001286 | 124 | Each |
| 168 | 168 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001287 | 191 | Each |
| 169 | 169 | Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. | BI01010001010000000000000515BI0100001289 | 1357.9 | Cum |
| 170 | 170 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment). | BI01010001010000000000000515BI0100001290 | 339.48 | Cum |
| 171 | 171 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 20 mm | BI01010001010000000000000515BI0100001291 | 226.32 | Cum |
| 172 | 172 | Rough dressing the trenched ground including breaking clods. | BI01010001010000000000000515BI0100001292 | 2263.17 | Sqm |
| 173 | 173 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. | BI01010001010000000000000515BI0100001293 | 2263.17 | Sqm |
| 174 | 174 | Fine dressing of the ground. | BI01010001010000000000000515BI0100001294 | 2263.17 | Sqm |
| 175 | 175 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). | BI01010001010000000000000515BI0100001295 | 1810.54 | Sqm |
| 176 | 176 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) | BI01010001010000000000000515BI0100001296 | 271.58 | Cum |
| 177 | 177 | 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) : Holes 1.2 m dia and 1.2 m deep | BI01010001010000000000000515BI0100001297 | 12 | Each |
| 178 | 178 | Holes 90 cm dia, and 90 cm deep | BI01010001010000000000000515BI0100001299 | 30 | Each |
| 179 | 179 | Holes 60 cm dia, and 60 cm deep | BI01010001010000000000000515BI0100001300 | 80 | Each |
| 180 | 180 | Holes 45 cm dia, and 45 cm deep. | BI01010001010000000000000515BI0100001301 | 150 | Each |
| 181 | 181 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. | BI01010001010000000000000515BI0100001302 | 272 | Each |
| 182 | 182 | Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. | BI01010001010000000000000515BI0100001303 | 2263.17 | sqm |
| 183 | 183 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) Trees Plant Each | BI01010001010000000000000515BI0100001304 | 272 | Each |
| 184 | 184 | Shrubs Plant Each | BI01010001010000000000000515BI0100001306 | 1200 | Each |
| 185 | 185 | Hedge Plant Each | BI01010001010000000000000515BI0100001307 | 2000 | Each |
| 186 | 186 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 100 mm dia Ductile Iron Class K-7 pipes | BI01010001010000000000000515BI0100001308 | 700 | Rmt |
| 187 | 187 | 150 mm dia Ductile Iron Class K-7 pipes | BI01010001010000000000000515BI0100001309 | 100 | Rmt |
| 188 | 188 | 200 mm dia Ductile Iron Class K-7 pipes | BI01010001010000000000000515BI0100001310 | 380 | Rmt |
| 189 | 189 | 250 mm dia Ductile Iron Class K-7 pipes | BI01010001010000000000000515BI0100001311 | 12 | Rmt |
| 190 | 190 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : | BI01010001010000000000000515BI0100001312 | 576 | Rmt |
| 191 | 191 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket 100 mm dia pipes | BI01010001010000000000000515BI0100001313 | 120 | Joint |
| 192 | 192 | 150 mm dia pipes | BI01010001010000000000000515BI0100001314 | 20 | Joint |
| 193 | 193 | 200 mm dia pipes | BI01010001010000000000000515BI0100001315 | 64 | Joint |
| 194 | 194 | 250 mm dia pipes | BI01010001010000000000000515BI0100001316 | 2 | Joint |
| 195 | 195 | Providing and laying D.I. specials of class K-7 suitable for push-on jointing as per IS : 9523 : Up to 600 mm dia | BI01010001010000000000000515BI0100001317 | 60 | quintal |
| 196 | 196 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 50 mm dia | BI01010001010000000000000515BI0100001318 | 7 | Nos |
| 197 | 197 | 80 mm dia | BI01010001010000000000000515BI0100001319 | 7 | Nos |
| 198 | 198 | 100 mm dia | BI01010001010000000000000515BI0100001320 | 2 | Nos |
| 199 | 199 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 100 mm diameter | BI01010001010000000000000515BI0100001321 | 7 | Nos |
| 200 | 200 | 150 mm diameter | BI01010001010000000000000515BI0100001322 | 2 | Nos |
| 201 | 201 | 200 mm diameter | BI01010001010000000000000515BI0100001323 | 1 | Nos |
| 202 | 202 | 250 mm diameter | BI01010001010000000000000515BI0100001324 | 1 | Nos |
| 203 | 203 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001325 | 5 | Each |
| 204 | 204 | Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of\nclass designation 7.5 | BI01010001010000000000000515BI0100001326 | 8 | Each |
| 205 | 205 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. Cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001327 | 3 | Each |
| 206 | 206 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001120 | 6 | Each |
| 207 | 207 | Earth work in cutting or in embankment in ordinary soil, excavation to be in form of regular pits not exceeding 1/2 mt (20\") in depth and earthwork in embankment to be in 20cm (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5mts (5fts) lifts and 30mt (100fts) lead. The earth from cutting to be used in making embankments or to be deposited as spoil banks with in 30 mts (100fts) distance as directed by the engineer in charge, including cartage of 8Km. | BI01010001010000000000000515BI0100001121 | 3551.8 | Cum |
| 208 | 208 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.\nNote: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) | BI01010001010000000000000515BI0100001122 | 20 | Sqm |
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