Rajasthan State Road Development And Construction Corporation Limited has published Construction Of Synthetic Athletic Track At Sms Stadium,Jaipur.(Excluding Cost Of Cement). Submission Date for this Tender is 06-10-2022. Sports Complex Tenders in jaipur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Sep-2022 | Engineers Cost Synthetic Athletic Track SMS Stadium Jaipur | Other | 06-10-2022 |
| 2 | 23-Sep-2022 | Corrigendum dated 23.09.2022 | Other | 06-10-2022 |
| 3 | 30-Sep-2022 | Corrigendum No. 2 dated 30.09.2022 | Other | 06-10-2022 |
| Sl. No. | Item Description |
| 1 | SYNTHETIC ATHELETIC TRACK |
| 2 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] |
| 3 | Providing laying spreading and compacting specified gradedsand,gravel(crushedstone)asperTable400- 1,400-2 or any other course material as per design mix, as perCBRinsubbasecourseincludingpremixingthe materialatOMCinwetmixplant,carriageofmixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material,labor, machinery, lighting guarding, barricadingandmaintenanceofdiversion complete.[MoRTHspecification:Clause401].By mechanical means. |
| 4 | For Grading-I Material |
| 5 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with alllead |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at therateof0.70-1.0kg/sqmusingmechanicalmeansas per MoRTH Specification Clause 502 |
| 7 | ProvidingandapplyingtackcoatwithBitumenemulsion (RS-1) usingemulsion distributorattherateof0.25to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 8 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-10 and design mix for base/binder course including loading of material with Front end loader,heating of binder (including cost of anti-stripping compoundwherever required) aggregate and filler as per table 500-9,in hot mix plant More than 60-90 TPH, transporting themixed material by tippers and laying with sensor paverfinisher as per clause 505.3.5 to the required level andgrade rolling by self propelled power rollers and vibratoryrollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 505 & 112] with all leads |
| 9 | Grading II (26.5mm nominal size) - Bitumen @ minimum |
| 10 | 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 |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : |
| 12 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) |
| 13 | M-30, 60 mm thick to be used in non traffic areas like buildingpremises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 |
| 14 | Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 15 | HYDRANTS |
| 16 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 17 | 50mm dia nominal bore. B Classs |
| 18 | 25 mm dia nominal bore. B Classs |
| 19 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 20 | (Gun Metal) 50mm nominal bore. |
| 21 | (Gun Metal) 25mm nominal bore. |
| 22 | ProvidingandapplyingtackcoatwithBitumenemulsion (RS-1) usingemulsiondistributorattherateof0.20to 0.30kgpersqmonthepreparedbituminoussurface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 23 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material with tipper and laying with sensor paver finisher (as per clause 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tackcoat (MoRTH Specification : Clause -507 & 112) with all lead. |
| 24 | Grading II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm |
| 25 | VG 30 Grade |
| 26 | Dismantlingofflexiblepavementsanddisposalofdismantled materials upto a lead of 100 m, stacking serviceable and unserviceablematerialsseparatelyasperMoRTHSpecification Clause 202 |
| 27 | Non BSR ITEMS : Scarifying and removing of existing synthetic athletic track material by appropriate machine including picking up scarified material and disposal off old unserviceable material beyond 30KM away from site with all lead and lift as per direction of Engineer-In-Charge and sports department |
| 28 | Non BSR ITEMS :Providing and laying Synthetic Athletic Track surface minimum 15 mm Thick (Full PUR, Cast in situ) incl. marking on the surface and class II certification by IAAF all completed as perspecification laid down by IAAF and as per direction of the Engineer-in-Charge.ProductShould be of European Origin |
| 29 | Non BSR ITEMS :Construction of Standard Jumping Pit for long jumps and tripple jump size 9 x 4 Mtr. And flooring for placement of cushions pole walt, flooring for throw circler, shot foot 2 Nos. of 2.135 Mtr dia, Disc and hammer throw circle 2 Nos. of 2.5 Mtr. Dia water jumps and steeple chase 3.6 Mtr length and 3.66M width costing per track. |
| 30 | Non BSR ITEMS :Providing and fixing of soft kerb stone on outer edge of Athletic Track including fixing of kerb stone (50 mm thick ) in cement concrete 1:2:4 as per approved design of Engineer-in-charge. |
| 31 | Non BSR ITEMS : IAAF Certified Hammer Throwing Cage ,Made of heavy duty 100 mm square steel tube,HOT GALVANISED for long life.Poles cab be detached from center for easy transportation and hinged for easy lifting during installation ,easy to bind the poles together with the help of tie bars for sturdiness of cage .Gates are attached to the poles using four hings and both gates include wheels for easy movement..Net is UV stabilisedfor long life. Steel tube is used on the top of the net to avoid sagging-IAAF Certified Cage with netting |
| 32 | Non BSR ITEMS : IAAF Certified Track Kerbing . Heavy guage aluminium features a box profile top.Held in place by 10mm tall ribbed feet .Raised 10mm off the track surface for rapid drainage .Each section of kerbing is milled to allow easy drop in or removal of corresponding sections .Available in Raw or anodised finish .IAAF Certified |
| 33 | Non BSR ITEMS : IAAF Certified Take -off board system ,made of solid wood.Welded aluminium tray protects take -off area and facilities easy replacements of take -off board and plasticine board . Comes with heavy construction aluminium blanking lid for durabilityIAAF Certified |
| 34 | Renovation Work of Pavelion |
| 35 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge |
| 36 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 37 | In cement mortar. |
| 38 | Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead: |
| 39 | Of area 3 square meter and below. |
| 40 | Taking out doors, windows and clearstory windows shutters (steel or wood) including stacking within 50 meters lead: |
| 41 | Of area 3 square meter and below. |
| 42 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. |
| 43 | Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead: |
| 44 | For thickness of tiles 10mm to 25mm. |
| 45 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead :With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 46 | Renewing glass panes, with putty and nails wherever necessary: |
| 47 | Float glass panes of thickness 4 mm |
| 48 | Grinding of existing floor with |
| 49 | 60, 80, 120 and360 No. Carborundum stoneincluding cost of wax polishing complete : |
| 50 | Labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. |
| 51 | Washing floor with soda, soap or other cleaning material. |
| 52 | Repairofdoor,windowshuttersincludingcostofmaterialandlabourforchangeofdamaged : |
| 53 | Panel by |
| 54 | Wire Gauge 14 mesh x 24 gauge |
| 55 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : |
| 56 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 57 | Providing and laying in position specified grade ofcement 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 reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 58 | Add extra for providing richer mixes respectively at all floor levels |
| 59 | Providing M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. |
| 60 | 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. |
| 61 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 62 | Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 insuperstructure above plinth level upto floor V level in. |
| 63 | Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 64 | Half Brick work with mechanised autoclaved flyash lime bricksconforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in |
| 65 | Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 66 | 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. |
| 67 | Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour |
| 68 | Above 3601 Cm2 Slabs |
| 69 | 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. |
| 70 | Full edge moulding |
| 71 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone workincluding necessaryholesfor pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 72 | Wash basin counterin block |
| 73 | Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges : |
| 74 | Kota stone 25 to 30mm thick. |
| 75 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 76 | For area of each slab from 2001 to 5000 Sq.Cm |
| 77 | 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 |
| 78 | For area of each slab from 2001to 5000 Sqcm |
| 79 | 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 machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4. |
| 80 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, 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 (excluding the cost of cement plaster on walls and pillar). |
| 81 | 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. |
| 82 | Extra for using size above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finished tiles in place of 300mm x 300mm size |
| 83 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto 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). |
| 84 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure "A": |
| 85 | 35 mm thick . |
| 86 | Extra for providing external lipping with 2ndclass 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. |
| 87 | 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 applyinga 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 : |
| 88 | Profile B |
| 89 | Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish : |
| 90 | 20 mm thick |
| 91 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : |
| 92 | 20mm thick. |
| 93 | Extra for making Ornamentaldesign like KangoorasGola etc.asperJaipur practice in cementplaster ls |
| 94 | Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design |
| 95 | 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 |
| 96 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : |
| 97 | Windows side hung /Ventilators top or centre hung (openable) |
| 98 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision |
| 99 | Trowel Finish av. thickness 1000 to 1200 microns |
| 100 | Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete(New plastered surface three or more coats) |
| 101 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: |
| 102 | Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 103 | Old work (One or more coats ) |
| 104 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : |
| 105 | Two or more coats on new work |
| 106 | One or more coats on old work. |
| 107 | Providing and fixing of double leaf steel shutter for cupboard, theframe is made of pressed steel ISI section 80x25 mmx 1.25 mm thick with 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm,MS oxidized fittings such as butt hinges, sliding doors bolts, handles,tower bolts and twin peg etc complete including applying priming coat of approved steel primer of red oxide zinc chromate and spray painting in approved shade with deco paint of approved quality complete as per direction of Engineer In Charge |
| 108 | Steel work in built up tubular trusses including cutting, hoisting (height upto 10 m)fixing in position and applying a priming coat ofapproved steel primer, welded and bolted including special shapedwashers etc. complete. |
| 109 | Hot finished welded type tubes |
| 110 | Supply and installation of Multi Rib Proofing/cladding Sheet Manufacture out of 0.50mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvaiumeseel (as per 150gsm zinc aluminum coated 550Mpa tuekd strength) confirming to IS: 1397/astm A-792 sheet to have wide pens 30mm high NB at 250 centre and centre width of 1020mm shets be casted with regular modified plyster system on a continuous with line on centre for face and with a polyster coating respectively sheet shall have proportionality with siphoned plate at made at to prevent leakage sheet shall be fixed by more of sell drilling lift tapping hot dip zinc coated hox head fasterner of size 12x14x55mm long. The sheet shall be supplied in cost one length and foe a minimum up to 12mts with all scaffolding |
| 111 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for pavingspecification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) |
| 112 | M-30, 60 mm thick to be used in non traffic areas like buildingpremises, monument premises, land scapes, public gardens/park, domestic drives, paths and patios, Embankment slopes,sand stabilization Area etc.( As per table 1 of IS 15658:2006 |
| 113 | Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 114 | SANITORY WORK |
| 115 | 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: |
| 116 | Size 580x440mm. |
| 117 | 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 |
| 118 | P & F water closet Seat Covers with brass hinges complete : |
| 119 | Solid PVC (IS 2548 marked) grade-I White for EWC. |
| 120 | P & F C.P. lugs for toilet seat cover. |
| 121 | P & F Jet Spray for water closet with CP coper tube flange of approved quality make |
| 122 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: |
| 123 | PVC withPVCbend and superior internal fitting |
| 124 | P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. complete. |
| 125 | Flat Back (large) or half stall size 590x375x390 mm. |
| 126 | P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. |
| 127 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make. |
| 128 | For 1 Urinals. |
| 129 | P & F vitreous China P trap of approved quality. |
| 130 | P & F W.V.C. wash basin (1st quality IS : 2556 Mark) of approved make with C.I. brackets duly painted 1 No 15mm C.P. pillar cock (IS : 8934 mark) & 32 mm C.P. brass waste coupling of approved make, 25 mm GI waste pipe complete including cutting & making good the wall |
| 131 | Size 550x400 mm |
| 132 | P & F Beveled edge mirror of special glass of approved make (Atul / equivalent) complete with 6mm thick asbestos cement sheet ground fixed to wooden screws & washers. |
| 133 | Other sizes |
| 134 | P & F Toilet Shelf of approved quality/make: |
| 135 | W.V.C. (I.S.: 2556 Mark) Size 550 mm |
| 136 | P & F Towel Rail or Ring of approved quality/make: |
| 137 | C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). |
| 138 | P & F Grating of approved quality/make: |
| 139 | Synthatic Material( PTMP )Square 150 x 150 x 8mm. (Anti Cockroach) |
| 140 | P & F Extension Pipe for bib cocks of approved quality/make. |
| 141 | C.P. brass of Heavy & Superior quality 150x15mm |
| 142 | Providing & fixing C.P.flange for 15mm dia taps. |
| 143 | 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: |
| 144 | 25 mm dia nominal bore.-B Class |
| 145 | 32 mm dia nominal bore.B-Class |
| 146 | Concealed pipe in wall including painting with anticorrosive bitumen paint |
| 147 | 15mm dia nominal bore.(B"CLASS) |
| 148 | 20mmnominal bore.(B"class) |
| 149 | 25mmnominal bore.(B"class) |
| 150 | P&FG.I. pipes ( External work ) with G.I. fittings ( IS : 1239 mark ) including Trenching & refilling earth etc. |
| 151 | 32mm - 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 | Fixing water meter (IS: 779 mark) and stop cock in G.I. pipe line including making chamber of approved size excluding cost of water meter & stop cock |
| 155 | P & F water meter (IS : 779 mark) of approved make |
| 156 | 25 mm dia |
| 157 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: |
| 158 | C. P. Brass Long body, 15mm nominal bore weight not less than 810 gm |
| 159 | P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make: |
| 160 | CP Brass 15mm nominal bore. |
| 161 | Brass 1350gm. 25 mm nominal bore. |
| 162 | P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete : |
| 163 | Brass wt. Not less than 600 gm, 25mm. |
| 164 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. |
| 165 | C.P. Inlet connection 15mm.Brass (IS : 8931 marked) With 60cm Long thread and nuts |
| 166 | P & F 15 mm. Dia Connection Pipe of approved quality/make : |
| 167 | CP Brass Pipe with CP Brass nuts upto length 600mm. |
| 168 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : |
| 169 | Gun-metal 32 mm nominal bore. |
| 170 | P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality: |
| 171 | Horizontal 50 mm nominal bore. |
| 172 | P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. |
| 173 | 3000 litres capacity. |
| 174 | Hoisting Charges for each floor : |
| 175 | For item 2.26.5 to 2.26.8 |
| 176 | Providing and fixing Bitumen Paint Coating over G.I. Pipes Complete as per specifications : |
| 177 | 15 mm dia. |
| 178 | 20 mm dia. |
| 179 | 25 mm dia. |
| 180 | 40 mm dia. |
| 181 | P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. |
| 182 | Trap size 225 X 150 mm, 15 Kg. C.I. cover with frame Internal Chamber size 450 X 450mm. |
| 183 | Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B" for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. |
| 184 | 75 mm dia |
| 185 | 110 mm dia |
| 186 | Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes Fitting type `B" for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. |
| 187 | Coupler (socket) |
| 188 | 75 mm dia |
| 189 | 110 mm dia |
| 190 | Bend 87.5 Dg. |
| 191 | 75mm dia |
| 192 | 110mm dia |
| 193 | Bend 45 Dg. |
| 194 | 75mm dia |
| 195 | 110mm dia |
| 196 | Single `Y" |
| 197 | 75mm dia |
| 198 | 110mm dia |
| 199 | Pipe Clip 100mm Dia |
| 200 | WC connector (Bend) with ring |
| 201 | Single TEE |
| 202 | 75mm dia |
| 203 | 110mm dia |
| 204 | Single TEE with Door |
| 205 | 110mm dia |
| 206 | Nahni Trap with Jali 4" |
| 207 | Vent Cowel 100mm |
| 208 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. |
| 209 | 160 mm dia |
| 210 | Providing & laying C.C. 1: 3 : 6 ( stone aggregate 20 mm nominal size ) inall around PVC. pipe including 7.5 cm. thick bed concrete( width & Height= Diameter of pipe in cm + 15 cm.) ( Excluding cost of pipe & excavation of trenches etc. |
| 211 | PVC Pipe 160 mm dia |
| 212 | Construction of manhole in all type of soil inner size 90 x 60 cm. thick 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, 50 mm thick M -15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick m—15 grade C.C. flooring, 25 kg. CI cover with frame of 450 mm dia,earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. |
| 213 | Depth up to 0.5m |
| 214 | Add extra over item 3.21.1 for every additional 0.10m depth above 0.5 m depth. |
| 215 | Construction of septic tank in all type of soil with 40cm thick masonry in CM 1:6 15cm thick CC bed of 1:5:10 M-15 grade CC floor & RCC slab covering with M15 cc floor, 50mm thick stone slab partition walls, 20mm thick plaster in CM 1:6 finished with neatfloating cement, 4 Nos. stone foot rests of approved design, two no .450mm diaeach ferro cement cover with frame earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50mtr |
| 216 | Size 230 x110 x150 cm.(for 20 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect. |
| 217 | Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering,jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth worketc . complete including disposal of surplus earth within a lead of 50 mtr . |
| 218 | Inner dia90 Cm & 10 to 12 Mtr deep. |
| 219 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. |
| 220 | 110 mm dia |
| 221 | 160 mm dia |
| 222 | Providing & laying C.C. 1: 3 : 6 ( stone aggregate 20 mm nominal size ) inall around PVC. pipe including 7.5 cm. thick bed concrete( width & Height= Diameter of pipe in cm + 15 cm.) ( Excluding cost of pipe & excavation of trenches etc. |
| 223 | PVC Pipe 160 mm dia |
| 224 | 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-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. |
| 225 | Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame. |
| 226 | -do- size 450 x 450mm depth upto0.5 M Cement cover with frame |
| 227 | -do- size 600 x 450mm depth upto 0.5 M Cement cover with frame. |
| 228 | TUBE WELL |
| 229 | Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). |
| 230 | 150mm –do-. |
| 231 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 232 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.Nominal bore of pipe (mm) 100 |
| 233 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. |
| 234 | 150mm-do-. |
| 235 | S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: |
| 236 | 150 dia |
| 237 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 238 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of8 mm dia complete in all respect I.S.1239 Marked. |
| 239 | B Class 50 mm dia |
| 240 | P & F Full way Valve (IS: 778 Mark) or wheel valve of approved make Gun metal 50mm nominal bore) |
| 241 | P & F Gun-metal Non-return Valve or Check Valve (IS:Make) of approved make, superior quality : |
| 242 | 50 mm nominal bore. HORIZONTAL |
| 243 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . |
| 244 | 100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively. |
| 245 | 5.0 HP, 1-Ø, (56 - 236)Mtr, (90 - 25) LPM Copper wound |
| 246 | SITC of ContactorOEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON / OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . |
| 247 | For Three phase Submersible / Mono block pump |
| 248 | 3.0 HP to 5.0 HP ( DOL starter ) |
| 249 | P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure "A" attached with this BSR |
| 250 | 4.0 Sq.mm 3 core flat / Round |
| 251 | Supplying and making one end termination with Nickel plated heavy duty brass single compression gland (as per IS 12943-1990)) SIBG type consisting of Check Nut, Gland Body, Metal Washer(3 Nos.), Outer Seal Rubber Ring,Compression Nut, heavy duty Copper lugs (IS 8337- 1976) duly crimped with crimping tool, PVC tapefor following size of PVC insulated & PVC sheathed/ XLPE copper conductor cable of 1100 volt grade as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . |
| 252 | 3 x 4.0 sq.mm |
| 253 | GYM |
| 254 | 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 |
| 255 | 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 |
| 256 | 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. |
| 257 | Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 258 | @ 1 Ltr /10sqm |
| 259 | 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) |
| 260 | area |
| 261 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 262 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 263 | 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm M10 grade Nominal Mix |
| 264 | 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. |
| 265 | for P.C.C |
| 266 | Columns, pillars, posts and struts etc. |
| 267 | 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. |
| 268 | Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 269 | Providing and laying in position specified grade ofcement concrete forall 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. M20 grade Nominal Mix / Design Mix |
| 270 | Providing and laying in position specified grade ofcement 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 reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 271 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 272 | Cement Mortar 1:6 ( 1-Cement : 6-Sand). Upto plinth |
| 273 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 274 | For area of each slab from 2001 to 5000 Sq.Cm |
| 275 | Random rubble dry stone Kharanja under floor. |
| 276 | Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete(New plastered surface three or more coats) |
| 277 | qty of plaster. |
| 278 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision |
| 279 | Trowel Finish av. thickness 1000 to 1200 microns |
| 280 | Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. |
| 281 | Hot finished welded type tubes. |
| 282 | Add extra for 0.60mm TCT (Total Coated Thickness) high tensile Zinc aluminum alloy coated galvaiumeseel sheet in place of 0.50mm thick-15% |
| 283 | Providing and fixingaluminum workfor 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. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately). |
| 284 | 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). |
| 285 | Powder coating aluminum( minimum thickness of powder coating 50 micron) |
| 286 | 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 basicitem.) |
| 287 | With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 288 | SEWERAGE WORK |
| 289 | Providing, Laying & Jointing R.C.C. class NP-2 NonPressure 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 etc. complete : |
| 290 | 300mm dia Internal |
| 291 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from widthat center of pipe to `0` at top of pipe. (Excluding cost of pipe |
| 292 | 300mm dia S.W. pipe |
| 293 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task |
| 294 | In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. |
| 295 | Depth upto 1.5 m |
| 296 | Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work/ stone masonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer |
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