|
| 1 | Part A Civil work |
| 2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 5 | Add extra for foundation/trenchedrains for every additional lift of 1.5 Mtr. or part thereof in |
| 6 | Al kinds of soil |
| 7 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20% |
| 9 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) |
| 10 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . |
| 11 | 75mm thick. |
| 12 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 13 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. |
| 14 | M20 grade Nominal Mix |
| 15 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 16 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. |
| 17 | M20 grade Nominal Mix |
| 18 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. |
| 19 | M20 grade Nominal Mix |
| 20 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for: |
| 21 | Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 22 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 23 | Columns, pillars, posts and struts etc. |
| 24 | Add extra for providing richer mixes respectively at all floor levels |
| 25 | Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 26 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. |
| 27 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 28 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : |
| 29 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 30 | Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey |
| 31 | Upto 45 cm length and all sides are free |
| 32 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 |
| 33 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 34 | Half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 Nos. 6mm MS bar) at every fourth course in for hoop rainforcement 1Sqm. 6mm MS bar 2x2x1.00 = 4.00 |
| 35 | Cement mortar 1:4 (1-Cement:4-coarse sand). |
| 36 | Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . |
| 37 | Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200 mm ( or any other)in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). (A) Category-I : Kajariya, Jhonson, Orient, Somani make etc. |
| 38 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 39 | Add extra for using size above 200X300mm in glazed tiles and for using 400mm X 400mm mat finished tiles in place of 300X300mm |
| 40 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 41 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 42 | Add extra for using size above 200X300mm in glazed tiles and for using 400mm X 400mm mat finished tiles in place of 300X300mm |
| 43 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. |
| 44 | Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour |
| 45 | Above 3601 Cm2 Slabs |
| 46 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. |
| 47 | Granite work. |
| 48 | Extra for providing opening of required size & shape for wash basin kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 49 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : |
| 50 | 35 mm thick . |
| 51 | Commercial veneer both side |
| 52 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. |
| 53 | Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 54 | Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20x10x2mm and brackets with flat iron diagonals 20x5mm, size with top and bottom rail of T-iron 40x40x6mm, with 40 mm dia steel pulleys / ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension). |
| 55 | Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : |
| 56 | Profile C |
| 57 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 58 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 59 | Providing and fixing steel glazed doors windows and ventilator shuttersof standard rolled steel section (IS 1038-1983) joints mitred andwelded with steel lugs 13x3mm, 10cm. long embedded in cementconcrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugsand screws or rawl plugs and screws with fixing clips or with bolts andnuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty ofapproved make or metal beading with screws complete includingpriming coat of approval steel primer, excluding the cost of metalbeading and other fitting except necessary hinges of pivots steelhandles peg stay etc. as required : |
| 60 | Windows side hung /Ventilators top or centre hung (openable) |
| 61 | Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 62 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. |
| 63 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 64 | Grading roof for water proofing treatment with water proffing compound |
| 65 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 66 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4. |
| 67 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 68 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. |
| 69 | Random rubble dry stone Kharanja under floor. |
| 70 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. |
| 71 | 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 cement mortar 1 : 4 (1 cement : 4 coarse sand) 25mm Thick |
| 72 | For area of each slab from 2001 to 5000 Sq.Cm |
| 73 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 74 | For area of each slab from 2001 to 5000 Sqcm |
| 75 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. |
| 76 | 75mm thick with 20mm thick nominal size aggregate. |
| 77 | Providing and fixing of precast concrete interlocking blocks of M 30 grade 60mm thick manufactured from fully computerised automatic stationery hydraullic vibropressed machine and fully computerised automatic batching plant of class A1/A2 as per BS 6717:2001. The CC interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub-base as defined. Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead, Lifts and taxes. General specification of blocks:1) Shape as defined by Engineer incharge2) Tensile splitting strength and braking load as per BS 6717:20013) Color: Grey cement natural colour4) Variation in dimension: Less than 1.6mm.5) Variation in thickness: Less than 3.2mm6) Abrasion: As per BS: 6717:2001 |
| 78 | Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish : |
| 79 | 20 mm thick. |
| 80 | 12 mm thick |
| 81 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : |
| 82 | 20 mm thick |
| 83 | 12 mm thick |
| 84 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design |
| 85 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete (New plastered surface three or more coats) |
| 86 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer's specification. Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 87 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: |
| 88 | New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 89 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 90 | Two or more coats on new work |
| 91 | Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster |
| 92 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. |
| 93 | Making grooves as per design in plaster 10mm to 20mm wide. -ls |
| 94 | Providing and fixing aluminum work for doors, windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gap. at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling, C.P. bras stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc., all complete as per architectural drawings and the directions of Engineer- in – charge. (Glazing and paneling to be paid for separately). |
| 95 | For fixed portion |
| 96 | Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 97 | For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). |
| 98 | Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 99 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.) |
| 100 | With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 101 | Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. |
| 102 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. |
| 103 | With stainless steel cover plate |
| 104 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 105 | Providing and fixing aluminium U shape handle of size 100mm with SS screws etc. Complete as per direction of Engineer-in-charge |
| 106 | Powder coated minimum thickness 50 micron aluminium |
| 107 | Road Work |
| 108 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. |
| 109 | For Grading I Material |
| 110 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. |
| 111 | Using Crusher Broken Aggregate |
| 112 | By Mechanical Means |
| 113 | WBM Grading 2 |
| 114 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate |
| 115 | By Mechanical Means |
| 116 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. |
| 117 | By mechanical Means . |
| 118 | Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per MoRTH Specification Clause 201. |
| 119 | Lead upto 1000 m |
| 120 | Girth above 600 mm to 900 mm |
| 121 | Girth above 900 mm to 1800 mm |
| 122 | Gravel/Soil Aggregate Base/Sub-base Nominal Maximum size Grading 80 mm (Table 2.3 of IRC SP 77-2008) |
| 123 | Construction of Gravel / Soil Aggregate Sub-base/Base by providing well graded material of nominal maximum size grading 80 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by mix in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 KN Static Roller capacity to achieve the desired density complete as per specifications contained in Para 2.2, 3.6 and 3.7 of IRC SP 77-2008 |
| 124 | Part B Sanitary work |
| 125 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: |
| 126 | Size 580x440mm. |
| 127 | P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 128 | P & F water closet Seat Covers with brass hinges complete : |
| 129 | Solid PVC (ISI marked) grade-I White for EWC. |
| 130 | P & F C.P. lugs for toilet seat cover. |
| 131 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. |
| 132 | Flat Back (small) size 456x355x265mm. |
| 133 | P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. |
| 134 | P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, siphon with copper tube, C.I. brackets complete including cutting and making good the wall. WVC (as per IS : 2556) 10 litres. |
| 135 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 Urinals |
| 136 | P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make, 25 mm G.I. waste pipe complete including cutting & making good the wall.: |
| 137 | Size 550 mm x 400 mm |
| 138 | Providing and fixing beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 139 | Size 600 x 450mm x 4 mm thick |
| 140 | P & F jet spary for water closet with C.P. copper tube flange of approved make. |
| 141 | Providing and fixing C.P. flange for 15mm dia taps. |
| 142 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: |
| 143 | Exposed on wall |
| 144 | 25mm dia nominal bore 'B' class |
| 145 | Concealed pipe in wall including painting with anticorrosive bitumen paint |
| 146 | 20mm dia nominal bore |
| 147 | P & F G.I. Pipes with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :-(External Work) Medium Duty Pipes |
| 148 | 25 mm nominal bore (B'class) |
| 149 | 32 mm nominal bore (B'class) |
| 150 | 50mm - dia nominal bore.(B'class) |
| 151 | 100 mm dia nominal bore.-B CLASS |
| 152 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 153 | Beyond 25mm & upto 100mm dia |
| 154 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 155 | C.P. Brass bib cock,15mm nominal bore. |
| 156 | P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : |
| 157 | -do- wt. 2000 gm, 50 mm. |
| 158 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 159 | C.P. Inlet connection 15 mm Brass (IS:8931 marked) with 45 Cm. long thread and nut. |
| 160 | P & F 15 mm. Dia Connection Pipe of approved quality/make : |
| 161 | CP Brass Pipe with CP Brass nuts upto length 300mm. |
| 162 | P/F PVC Storage Tank (IS : 12701 Marked indicating the BIS license No), of approved quality make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket,including placing on terrace( at all floors),making connection etc.,complete of approved design . |
| 163 | 500 liter capacity |
| 164 | 1000 liter capacity |
| 165 | P & F full - way valve (IS : 778 mark) or wheel valve of approved make : |
| 166 | Gun Metal 25 mm nominal bore. |
| 167 | Gun Metal 50 mm nominal bore. |
| 168 | P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality: |
| 169 | 25mm nominal bore. |
| 170 | Horizontal |
| 171 | 50mm nominal bore. |
| 172 | Horizontal |
| 173 | R.C.C. NON PRESSURE PIPES : Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints |
| 174 | 200mm dia Internal. |
| 175 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 230 mm thick brick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 176 | Depth up to 0.5 M |
| 177 | Add/ deduct extra over item for every additional 0.10m depth, above/ below 0.5 m depth. |
| 178 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-24 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 179 | Inside size 450 x 450mm depth upto 0.5 M Cement cover with frame |
| 180 | Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-24 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.: |
| 181 | Inner dia 90 Cm & 10 to 12 Mtr deep. |
| 182 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 24 Cm thick C.C bed of 1:5:10, M-24 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat loating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- |
| 183 | Size 200x100x130 cm.(for 10 users) |
| 184 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 185 | 75 mm diameter |
| 186 | 110 mm diameter |
| 187 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 188 | Coupler |
| 189 | 75 mm dia |
| 190 | 110 mm dia |
| 191 | Single Tee with Door |
| 192 | 75 mm dia |
| 193 | 110 mm dia |
| 194 | Single 'Y' with Door |
| 195 | 75 mm dia |
| 196 | 110 mm dia |
| 197 | Door Bend 87.5 Dg. |
| 198 | 75 mm dia |
| 199 | 110 mm dia |
| 200 | Nahni Trap with Jali 4” |
| 201 | 110mm dia |
| 202 | P&F rigid PVC Pipe (IS:4985 mark) class II (4 Kg /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 203 | 110 mm dia |
| 204 | 160 mm dia |
| 205 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 206 | Pipe clip |
| 207 | 110 mm dia |
| 208 | Vent Cowel |
| 209 | 110mm dia |
| 210 | Bend 450 |
| 211 | 110mm dia |
| 212 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 213 | Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately) |
| 214 | Supply of dry manure including loading unloading, transportation & stacking at site. |
| 215 | Frame yard manure (organic). |
| 216 | Supply of Chemical Fertilizers at store in bags weighing not less than 50 Kg. each including loading unloading & transportation etc. |
| 217 | Murrate of Potash. |
| 218 | Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost. |
| 219 | In rows 5 Cms. apart in either direction |
| 220 | Supply of PVC hose pipe of different sizes at store including transportation etc. complete : |
| 221 | 25mm dia. |
| 222 | Non BSR Item |
| 223 | Supply, fabrication and installation of Arch Shaped Galvalume Roofing (Proflex Roofing) as per specification mentioned below-Providing and laying Proflex roof system with all required materials as per manufactures specification with proper provision of skylights,hangers ,turbo ventilator exhaust system and anchor properly with R.c.c. Gutter beams completed with all respect as directed by enf=gineer incharge ,minimum 1.20 mm pre fab sheeting by proflex system |
| 224 | Providing and Laying of synthetic Sports Flooring system PAVISINT SL 75 of 12mm thick composed of spormat high quality recycled rubber granules and polyurethane elastomers of thickness 10mm, tensile strength DIN 53571: 0.6-1 mPa coated with PU pore sealer and self leveling wear coat and top coat with 2 mm Polyurethane system , Approved by BWF, FIBA / AENA category 3 With specifications of (i) Force Reduction (EN 14808): > 25% ; (ii) Standard Deformation :>0.5mm ; (iii) Rolling load : 1500N; (iv) Ball Bounce : 100 %. ,(v) Impact Resistance: 15-20Nm, (vi) EN14904: pass . |
| 225 | Providing and fixing of 1 pair Badminton Netpoles as per standard practices as approved by Sports Council including requisite marking etc complete in all respect as directed by Engineer-in-Charge |
| 226 | Top layer (wearing course or surface course) materials to be used as aggregate are coal cinders (half burnt only)/ crushed brick red bajri / bricks dust/ dependent on their availabilty at site as directed by EIC . Black cotton soil/Powdered clay mixed with good earth is used as binding material. The maximum size of particales in the wearining course should be less than 4mm . A general ratio of 3 parts of aggregate(size of particales 1mm to 4mm ) and 1 part of Binding Material should be used. Mixed and compacted by mechincal machines. Laying should be 1 in 1000 in logitudinal and 1 in 100 in cross direction as decided by engineer in charge |
| 227 | Laying of brick lining in outer and inner edge of athletic track and whitening with approved quality as directed by engineer in charge |
| 228 | Supplying & Installation of Basket Ball Post including Acrylic basketball back board of thickness 25mm with steel frames fitted in the main frame and its support complete in all respect with nuts, bolts, base plate,concrete at base etc as per the specification of FIBA. Basketball 6\\" pipe System made of 6\\" pipe with 14swg 1” x 1” square CR pipe 16 SWG double cross support for extra strength. Finishing works like painting of One coat of red oxide and two coats of UV protected best white enamel. The basket ring is coated with orange colour best enamel paint.Providing & fixing Basketball Ring and Ring net of approved brand and FIBA Standards Rates of item to include all the above operations including material machineries and labour etc. all complete and shall be installed in a manner that the equipment is ready to use and to the satisfaction of Engineer -In -Charge |
| 229 | Providing and laying BRICKS in desired thickness. it should be well leveled as directed by engineer in chagre. |
| 230 | Providing and laying BAJRI in desired thickness. it should be leveled well watered and compacted as directed by engineer in chagre. |
| 231 | Providing and laying BLACK COTTON SOIL in desired thickness. it should be leveled well watered and compacted as directed by engineer in chagre. |
| 232 | Football Field:-Supply & Installation FootBall Post made of B class GI pipes size of 4” dia. Length – 7.3 m, Heightground level. Backside of the goal post hooks for net should be produced for every 6”. The box type back support is essential to hold the net. This shall be made of 1.25” B Class G.I Pipe. 2 feet extra provision with foundation clamps for concreting on both sides to be kept.The item rate includes finishing works likepainting of One coat of red oxide and two coats of UV protected best white enamel and shall be installed in a manner that the equipment is ready to use and to the entire satisfaction of Engineer-in-Charge. Providing & fixing net of approved brand and as per the standards specified by the FIFA |
| 233 | Providing and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 234 | Supplying and Installation of Volley Ball post with ISI standard “C” Class GI Pipes of 3” Inner dia with a height 2.43m for men and 2.24m for women above ground level, a minimum depth of 60cm pipe with welded clamps to be fixed below ground level and Concreted with CC 1:2:4 mix. Each pole provided with 2 Nos. of 3” pulleys with 1 No of Ratchet and 1 No hook The item rate includes finishing works like painting with best quality white enamel paint over the priming Coat and shall be installed in a manner that the equipment is ready to use and complete in all respect to the entire satisfaction of Enginner In Charge. Standard approved quality net shall be of 1m wide and of 10m long with the mesh of 10 cm x10cm double thread thickness and 5cm wide canvas or Rexin stitched over the top and bottom and a flexible cable passes through the Canvas / Rexin at upper edge of the net. (Two nos. will be supplied and one no. will be Spare) Flexible Antenna 1.80m height and 10mm in diameter made of fibre glass or similar materials place on the outer edge of the side band 80cm of each antenna extends above the net and marked with 10cm strips width having contrasting colours such as Red and White alternately. Please Enable Macros to View BoQ information |
