Annual Maintenance Loading Unloading And Stacking Of Various Store Items And Maintenance And Repair Of Store Buildings For The Year 2025-26 (Stage Contract)- 1 Chemical unloading 2 Chemical stacking 3 G.I Pipe Unloading 4 G.I pipe Stacking:20mm (5 to 6.50 Mtrs) 5 25mm 6 40mm 7 50mm 8 65mm 9 80mm 10 100mm 11 D.I PIPE UNLOADING 12 D.I. Pipe Stacking 100mm 13 150mm 14 200mm 15 250mm 16 300mm 17 350mm 18 400mm 19 450mm 20 500mm 21 600mm 22 700mm 23 Carriage ofdifferent materials form different stores of department 24 Hire charges of Toeing in of condemned vehicles from different sites upto Ahmad Nagar store for an av. Lead of 10 kms. 25 Supply of despatch/receipt register of required format with 150 leaves each including binding. 26 Supply of Measurement books with 100 leaves each of required format including binding. 27 Supply of Material at site ledger with 300 leaves each of required format including binding. 28 Supply of Price Store ledgerwith 250 leaves each of required format including binding. 29 Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: i. Cement mortar 1:6 (1 Cement : 6 coarse sand) 30 Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. I.Welded 31 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 32 Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 1 meter from cutting edgeI. All kinds of soil : 33 Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: i.All kinds of soil : 34 Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : i. All kinds of soil : 35 Ordinary or hard rock 36 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. 37 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. 38 Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). i. Depth not exceeding 1.5 m. 39 Depth exceeding 1.5 m but not exceeding 3 m 40 Depth exceeding 3 m but not exceeding 4.50 m 41 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same in: All kinds of soil. 42 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 43 Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared. 44 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. 45 Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. 46 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: i. 1:3:6 or richer mix (i/c equivalent design mix) 47 1:4:8 or leaner mix (i/c equivalent design mix) 48 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 49 Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge In cement mortar.i.In mud mortar. 50 In Cement mortar. 51 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar. 52 Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. 53 Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 meters lead. 54 Providing and laying of dry stone soling in foundation/trenches hand packed and consolidated by hand ramming. (Subject to actual quantities during execution). 55 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: i. 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 56 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size.) 57 Providing and laying in position reinforced cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size crushed stone agg) excld. the cost of centering, shuttering and reinforced steel.)upto plinth level for saddle/anchor/thrust blocks. (Subject to actual quantities during execution). 58 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 59 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 60 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 61 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). 62 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. 63 Centering and shuttering including strutting, propping etc. and removal of form for:(Deductions on account of use of departmental men and machinaryshall be as per actual)i. Foundations, footings, bases of columns etc. for mass concrete. 64 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 65 Suspended floors, roofs, landings, balconies andaccess platforms. 66 Lintel, beams, plinth beams, girders, bressumers and cantilevers. 67 Columns, pillars, piers, abutments, posts and struts. 68 Stairs (excluding landings) except spiral staircases. 69 Reinforcement for R.C.C. work including straightening cutting, bending, placing in position and binding all complete (TMT BARS) for saddle/anchor/thrust blocks. (Subject to actual quantities during execution). 70 Dry random rubble masonry with hard stone in foundation and plinth: (Nallah). 71 Without bond stone. 72 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :1.4 Cement mortar ( 1 cement : 4 coarse sand). 73 Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Excluding cost of bricks1.4 Cement mortar ( 1 cement : 4 coarse sand). 74 12mm Cement plaster finished with a floating coat of neat cement of mix: i. 1 : 4 ( 1 cement : 4 fine sand) 75 Welding of pipe / pipe fittings by way of engaging generator, welding set including all types of carriage involved. Complete Job (Subject to actual quantities during execution) 76 Dismantling of dislocated joints, repairs by way of welding of joints, flanged bends including cost of hire charge of DG Set on vehicle including cost of equipment etc. Complete. 77 Renewing glass panes, with putty and nails wherever necessary including raking out old putty : a. Float glass panes of thickness 4.0mm(weight not less than 10kg/sqm) 78 Float glass panes of thickness5.0mm(weight not less than 12.5 kg/sqm) 79 Renewing glass panes, with wooden fillets wherever necessary : a.Float glass panes of thickness 4.0mm (weight not less than 10kg/sqm) 80 Float glass panes of thickness 5.0mm (weight not less than 12.5 kg/sqm) 81 Supplying and fixing new wooden fillets wherever necessary:i. Hollock wood fillets. 82 Providing and fixing 25mm thick shutters for cupboard etc, including nickel plated bright finished M.S. piano hinges with necessary screws. i. Ist Class Kailwood 83 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead: I.Door chowkhats 84 Window chowkhats 85 III.Clerestory window chowkhats 86 Fixing chowkhat in existing opening in brick/RCC wall with dash fasteners/chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhats and 2 nos. on each vertical member of window chowkhats), including cost of dash fasteners/chemical fasteners. 87 Making the opening for door/window/clerestory window in brick masonry including dismantling in floor or walls by cutting masonry and making good the damages to walls, flooring and jambs complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest municipal dumping ground. 88 Providing and fixing 25mm thick shutters for cupboard etc, including nickel plated bright finished M.S. piano hinges with necessary screws. i. Paneled or paneled and glazed shutters: a. 2ndclass kailwood 89 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and making good the same etc. complete as per direction of Engineer-in-charge. 90 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.i. Internal Work- Exposed on wall 91 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead : i. Of area of 3 sqm. and below 92 Of area beyond 3 sqm. 93 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead : i.Of area of 3 sqm. and below 94 Of area beyond 3 sqm. 95 Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : i. Of sectional area 40 sqcm. and above. 96 Of sectional area below 40 sqcm 97 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. i.For thickness of tiles 10 mm to 25mm 98 For thickness of tiles above 25mm and upto 40 mm. 99 Clearing Snow (without frost) from Roads, manually:i. Snow depth upto 150 mm 100 Snow depth over 150 mm but upto 250mm 101 Snow depth over 250 mm but upto 350mm 102 Snow depth over 350 mm but upto 450mm 103 Fixing of chain link fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge. This item also includes carriage of chain link fencing from Divisional Store upto site of work. 104 Fixing charges of MS lids of different size for Sluice Chambers etc. including concreting, angle irons, locking arrangements, hinges etc. required for the completion of job. This item also includes carriage of lids from Divisional Store upto site of work. 105 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 106 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 107 White washing with lime to give an even shade : i.Old work (two or more coats) 108 Distempering with dry distemper of approved brand and manufacture (one or more coats) and of required shade on old work to give an even shade. 109 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. 110 Finishing walls with water proofing cement paint of required shade: i.Old work (one or more coats applied @ 2.20 kg/10sqm) over priming coat of primer applied @ 0.80 liters/10sqm complete including cost of priming coat. 111 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. i. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ liter. 112 With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ liter. 113 With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter. 114 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. 115 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete i. On steel work. 116 ii.On concrete work. 117 Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm). 118 Marble work gang saw cut (polished and machine cut) of thickness 16 mm for wall lining (veneer work), backing filled with a grout of 12 mm thick average in cement mortar 1:3 (1 cement: 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).i.Raj Nagar plain white marble/Udaipur green marble/zebra black marble a. (Area of slab upto 0.5 sqm) 119 b. (Area of slab over 0.5 sqm) 120 Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. i. Marble Work. 121 ii.Granite Work. 122 Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete. 123 Mirror polishing on marble work/granite/stone work where ever required to give high gloss finish complete. 124 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc, including priming coat complete: i.Second Class Kail Wood 125 Providing and fixing plain panelling with skirting chair rails, and cornice with necessary screws, priming coat on unexposed surface etc., complete. I.Second class Deodar Woodi.12 mm thick 126 ii. 20 mm thick 127 iii. 25 mm thick 128 iv. 40 mm thick 129 Providing and fixing ply wood 4mm thick one side decorative veneer conforming to IS: 1328(type 1), for plain lining/cladding with necessary screws, including priming coat on unexposed surface with. Decorative veneer facings of approved manufactures. 130 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 131 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): i. Second class kail wood 132 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). i.Second kail wood. (35mm) 133 Providing and fixing fly proof wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions all complete. With Galvanized M.S. Wire gauge with wire of dia 0.63 mm i. With 2nd class teak wood beading 62x19 mm 134 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. i.Second class Kail wood. (35mm thick). 135 Providing and fixing 25 mm thick shutters for cupboard etc, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws: i. Panelled or paneled and glazed shutters: a. Second class kail wood 136 Providing and fixing specified board medium density exterior grade (Grade I) to frame, backing or studding with screws etc. complete (Frames, backing or studding to be paid separately) : i. Flat pressed 3 layer particle board or graded wood particle board IS:3087 137 ii. Pre-laminated with decorative lamination on both sides MDF board conforming to IS:14587. 138 Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge : i. Second class Kail wood (35mm thick). 139 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete: i.2nd class kail wood a.50 x 12 mm 140 b.50 x 20 mm 141 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete: i. 40 mm 142 ii.50 mm 143 iii. 65 mm 144 iv. 75 mm 145 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws. 146 Providing and fixing bright finished brass handles with screws etc. complete : i. 125 mm 147 ii.100 mm 148 iii.75 mm 149 Providing and fixing bright finished twin hanging type floor door stopper with necessary screws, etc. complete. 150 Providing and fixing aluminum handles ISI marked anodized (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. i.125 mm 151 100 mm 152 iii.75 mm 153 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 154 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 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 : i. Kitchen sink with drain board a. 510x1040mm bowl depth 250mm 155 For day to day maintenance of stores (inclusive of carriage).Locks 156 I. Soap 157 II. Slippers (Aqualite) 158 III. Hower wiper (Action ware) 159 IV. Dustbin large 160 V. Broom long type 161 VI. Broom short type 162 VII. Towel 163 VIII. Harpic 164 IX. Umbrella 165 X. Search toraches big 166 XII. Mattress set complete with quilt & Pillows 4’x7’ 167 I. Wall to Wall 168 II. Thermocol with 12mm thicknes 169 III. Gas stove 2-Burner approved quality 170 XVI. Utensils set in the form of rice cooker, frying pan, pressure cooker, cutliary etc. As per the directions of Engineer -Incharge. 171 Chequerred precast cement concrete tiles 22mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing, cleaning and curing complete, on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand) . I.Medium shade using 50% white cement and 50% ordinary cement. 172 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6mm, with 40mm dia, steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 173 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 confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 174 Carriage of material from divisional store upto dumping site of work including loading, unloading and stacking etc. complete by mechanical transport.a. Cement & Steel, GI/CI Pipe avg. lead upto 1Kms. 175 Cement & Steel, GI/CI Pipe avg. lead upto 2Kms. 176 Cement & Steel, GI/CI Pipe avg. lead upto 3Kms. 177 Cement & Steel, GI/CI Pipe avg. lead upto 4Kms. 178 Cement & Steel, GI/CI Pipe avg. lead upto 5Kms. 179 Cement & Steel, GI/CI Pipe beyond 5Kms upto 10Kms (per Km). 180 Cement & Steel, GI/CI Pipe beyond 10Kms upto 20Kms (per Km) 181 Cement & Steel, GI/CI Pipe beyond 20Kms. 182 Carriage of material from different sources upto dumping site of work including loading, unloading and stacking etc. complete by mechanical transport.a. Sand and Agg., 20 mm av. lead upto 1Kms 183 . Sand and Agg., 20 mm av. lead upto 2Kms 184 c. Sand and Agg., 20 mm av. lead upto 3Kms 185 d. Sand and Agg., 20 mm av. lead upto 4Kms 186 e. Sand and Agg., 20 mm av. lead upto 5Kms 187 Sand and Agg., 20 mm beyond 5Kms upto 10Kms. (Per Km). 188 Sand and Agg., 20 mm beyond 10Kms upto 20Kms. (Per Km). 189 Sand and Agg., 20 mm av. lead upto 20Kms 190 40 mm Agg.,leadupto 1Km. 191 j. 40 mm Agg.,leadupto 2Km. 192 k. 40 mm Agg.,leadupto 3Km. 193 l.40 mm Agg.,leadupto 4Km. 194 m. 40 mm Agg.,leadupto 5Km. 195 40 mm Agg., av. leadbeyond 5Kms upto 10Kms (per Km). 196 40 mm Agg., av. leadbeyond 10Kms upto 20Kms (per Km). 197 40 mm Agg., av. leadbeyond 20Kms (per Km). 198 Stone soling av.lead upto 1Kms 199 r. Stone soling av.lead upto 2Kms 200 s. Stone soling av.lead upto 3 Kms 201 t. Stone soling av.lead upto 4Kms 202 u. Stone soling av.lead upto 5Kms 203 Stone soling av. leadbeyond 5Kms upto 10Kms (per Km) 204 Stone soling av. leadbeyond 10Kms upto 20Kms (per Km). 205 Stone soling av. lead beyond 20Kms (per Km) 206 Carriage of material from dumping site to actual site of work, including loading, unloading and stacking etc. complete by manual labour.a. Cement for an Avg. lead upto 50m 207 Cement for an every additional lead of 50m or part thereof beyond Ist 50m 208 Steel for an Avg. lead upto 50m 209 Steel for an every additional lead of 50m or part thereof beyond Ist 50m 210 Pipe for an Avg. lead upto 50m 211 Pipe for an every additional lead of 50m or part thereof beyond Ist 50m 212 Soling for an Avg. lead upto 50m 213 Soling for an every additional lead of 50m or part thereof beyond Ist 50m. 214 i. Sand and Agg. 20mm for an Avg. lead upto 50m 215 j. Sand and Agg. 20mm for an Avg. lead upto 50m or part thereof beyond Ist 50m. 216 k. 40mm Agg. for an avg. lead of 50m or part therefore of beyond Ist 50m. 217 l. 40mm Agg. for every additional lead of 50m or part therefore of beyond Ist 50m.
