Rajasthan State Road Development And Construction Corporation Limited has published Development Of Sports Facilities And Misc. Works At Maharao Shekhaji Armed Force Training Academy At Ralawata Village, Sikar ( Excluding Cost Of Cement And Electric Work ) . Submission Date for this Tender is 06-10-2022. Electrification Work Tenders in sikar Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr. All kinds of soil. |
| 2 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil |
| 3 | Carriage of Materials: Earth, Sand, Lime, Morrum manure or sludge: For 500 M (0.5 Km.) lead. |
| 4 | Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed:All kinds of soil. |
| 5 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds of soil. |
| 6 | 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. |
| 7 | Supply transporationetc. & Stacking good earth at site complete including loading unloading & transporationetc. |
| 8 | Providing and injection Chloropyrifous Emulsifiableconcentrate 20 % with 1 % concentration for PRE-CONSGTRUCTIONAL Anti termite treatment as per IS 6313 part III and amended from time to time and creating a continous 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.) Heptachlor E.C. 20% with 10% concentration. |
| 9 | Providing and laying in position cement concrete including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth level 1:4:8 (1 cement:4 Coarse sand : 8 gradeed stone aggregate 40 mm nominal size). |
| 10 | Providing and laying in position cement concrete (P.C.C.) including curing compaction etc. complete in spcified grade excluding the cost of centering and shuttering all work upto plinth levelM 10 grade nominal Mix1:3:6(1 cement:3 Coarse sand : 6 gradeed stone aggregate 20 mm nominal size). |
| 11 | Random rubble dry stone Kharanja under floor. |
| 12 | Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :Cement Mortar 1:6 (1-Cement:6-Sand). |
| 13 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in :Cement Mortar 1:6 (1-Cement:6-coarse sand). Add extra over item No. 5.1 for brick work in superstructure up to third storey. |
| 14 | Brick masonary in foundation and plinth with bricks of class designation 75 mm in :Cement Mortar 1:6 (1-Cement:6-coarse sand). Add extra over item No. 5.1 for brick work in superstructure up to third storey. |
| 15 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and Admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All work up to plinth level. |
| 16 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete.All work from plinth level up to floor three level. Beams, plinth beams, girders, bressumers, cantilevers, suspended floors, lintels, roofs and staircases including spiral staircases, shelves etc. |
| 17 | Add or deduct for providing richer or leaner mixes respectively. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. |
| 18 | Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. P.Sqm. for encasing ofrolledsteel sections in beams, columns and grillages excluding cost of hangers. |
| 19 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 20 | 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 : Columns, pillars, posts and struts etc. |
| 21 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 22 | 12 mm thick. |
| 23 | 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3 - fine sand) |
| 24 | 6mm cement plaster 1:3 (1 Cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of lime wash on top of walls when dry for bearing of RCC slabs and beams. |
| 25 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 26 | Supply & fixing of steel window made out 75x40 mm hollow metal pressed section of 16 gauge thick sheet partly openable and partly fixed panel shutter with 5 mm thick plain glass panes outside openable and wire gauge 14x24 gauge inside openable shutter with M.S. square bar 10 mm side, fixed, portion of window should be glazed by 5 mm thick plain glass of TG welded to M.S. frame and approved make putty with glazing clips inching joints mitred and plug welded with suitable hinges hold fast steel lug and screws with approved oxidized steel handles fittings peg stays etc. complete in all respect including providing 10 mm square MS bars 15 cm. center to cernter and applying priming coat of red oxide paints as per approved drawing by Engineer"s incharge ground floor/ first floor. Hollow metal pressed section (75x40 mm) of 16 gauge. |
| 27 | Providing and fixing pressed steel mitred door frames manufactured from commercial mild steel sheet of 1.25 mm (16 gauge) thickness including hinges jamb, lock jamb, head and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm 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 as directed by Engineer-in-charge.Profile C |
| 28 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’30 mm thick shutter |
| 29 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’30 mm thick shutterAdd extra for Flush doorsProviding double leaf door shutter instead of single leaf door shutter |
| 30 | Extra for cutting rebate in flush door shutters for making double leaf shutter (Total area of the shutter to be measured) |
| 31 | For Internal teak wood lipping in 25 mm depth in Double leaf. |
| 32 | Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.MS sheet 20 SWG |
| 33 | Applying Plaster of Paris over cement plaster surface for making even surface. |
| 34 | Appling Birla/J.K.Cement based putty over Cement plaster Surfce for making even surface. |
| 35 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. |
| 36 | Decorative plaster work with spectrum textured coating as per approved colour and shade complete as per manufactures specifications. Trowel Finish (1 to 1.5mm thick) |
| 37 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coatRoller Finish av. thickness 400 to 500 microns. |
| 38 | Polished Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete : 25mm thick |
| 39 | Polished Blue Kota Stone slab in steps, walls, pillars having fine machine cut edges laid on 12mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete : 25 mm thick slab area upto 901 to 2000Sq.Cm. |
| 40 | 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. Jhunjhunu / Jalore (Red / Choclate Colour) |
| 41 | Jhunjhunu / Jalore (Red / Choclate Colour)Above 3601 Cm2 Slabs |
| 42 | Above 3601 Cm2 Slabs |
| 43 | Extra for providing edge moulding to 15mm 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. |
| 44 | Granite Work |
| 45 | 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 |
| 46 | Providing & laying vitrified Porcelain dianomite floor tile, skirting, dedo, (Johnso, Euro, Naveen, Bell or equivalent etc.) size 60x600, 10 mm thick flooring over 20 mm thick bed mortar 1:4 mix with 2-3 mm thick joint to be filled with cementious grout or polymer based non shrink grout make Rofee/ Bell adhesive/ pidite etc of matching colour as per requirement of site. |
| 47 | size 600 mm X 600 mm |
| 48 | Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 600mm 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). Category-I : Kajariya, Jhonson, Orient, Somani make etc. |
| 49 | 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 thewhite cement mixed with pigment to match the shadeof the tile complete (including the cost of cement mortar bed 1:4) |
| 50 | Providing and laying 20 to 25 mm size glazed tiles pieces for rooof treatment having colour and shade as approved by the Engineer incharge over 25 mm thick layer of cement mortar mix 1:4 with application of cement slurry including finishing of joints with ordinary cement and curing etc. complete in all respect. Washing with acid. |
| 51 | Grading roof for water proofing treatment withwater proffing compound: Cement concrete 1: 2: 4 (1 cement: 2 Course sand: 4 Greded stone aggregate 20 mm nominal size) |
| 52 | Supply & fixing steel shutter (Almirah type) with 18 gauge steel border & steel shutter including locking arrangement and painting etc. complete fixed on wall with joint fast (iron clip) |
| 53 | Providing batta (gola) 75mm x 75mm in cement concrete (1:2:4) including finished with cement mortar 1:3 as per standard design. |
| 54 | Making khurras450 x 450mmwith average minimum thickness 50 mm cement concrete 1:2:4 over P.V.C sheet 1 mtr. X 1 x 40micron finished with 12mm cement plaster 1 : 3 and one coat of neat cement rounding edges and making and finishing the out let complete. |
| 55 | 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. TMT bars (conforming of relevent IS code) |
| 56 | Supply and fixing in cement mortar welded handrailing made out of MS round or square bars, flats ect. For staircase or verandah as per desing complete in all respect (wooden or PVC and railing to be paid extra) with priming coat of red oxide. |
| 57 | Making of drip course (tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design |
| 58 | Providing and fixing curtain rods of 1.25 mm thick chormium plated brass plate, with two chromium plated brass brackets fixed with c.p. brass screws and wooden plugs, etc. wherever necessary complete 20mm |
| 59 | Applying priming coat with ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood. |
| 60 | Doors |
| 61 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 62 | Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification :--50mm-- |
| 63 | Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum 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 the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately).For fixed portion |
| 64 | For shutters of doors, windows & ventilators incl. providing and fixing hinges/ rollers etc. and making provision for fixing of fittings wherever reqd. (lockes shall be paid for separately). |
| 65 | Providing and fixing glazing in aluminium door, window, vintilator 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.)with glass panes of 5.0mm thickness (weight not less than 13.75 Kg/Sqm) as per IS : 2835 |
| 66 | P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 incl. costof cutting floors as reqd. embedding in floor and cover plate etc. complte as per direction of Engineer in charge. |
| 67 | Supply & fixing of stainless steel pipe railing for ramp railing height, 90 cm. with 40 mm dia stainless steel pipe with 18 gauge with drop (vertical post) at 90 cm. C/C and intermidiate horizontal pipe with suitable height of same size and gauge with coupling, grinding and polishing & fix of master pieces as per required point as per approved design of Engineer incharge. |
| 68 | Supply, fabrication and installation of Arch Shaped Galvalume Roofing (Proflex Roofing) as per specification mentioned below-Providing and laying Proflexroof 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 engineer incharge ,minimum 1.20 mm pre fab sheeting by proflex system |
| 69 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openalble length (total length 90 m ) having 50 nos rounda per 6 metre length , upto 3 m height of wall with existing angle iron "y" shaped place 2.4 m or 3.0 apart and with 9 horizontal R.B.T reinforced barbed wire stud tied with G.I staples and G.I clips to retainhorizontal including necessary bolts or G.I barbed wire tied to angle iron all complete as per direction of engineer-in-charge with reinforced barbed tape (R.B.T) /Spring core (2.5 mm thick )wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick )and weight 43.478 gm/metre (cost of M.S angle C.C blocks shall be paid seprately ) |
| 70 | Pillar Masonary Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey & Upto 45 cm length and two corners are free |
| 71 | S & F cement concrete pre cast Kerb or Dand up to 60 cm length over 20 mm thick base of cement mortar1:4 including jointing earth work, pointing & jointing with cement mortar 1:4 of size Including cost of M- 20 Mix Dand/Kerb Complete. (20 x 25)/2 x 30 cm |
| 72 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work |
| 73 | P & F precast dense cement concrete (Vibro-pressed) drain section Block of different size as per approved drawing and design and strength as per IS code 2185 part I of grade "D" (5.00mm2) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section Blocks of "L" shape "U" shape etc. as per approved design and drawing complete with fixing and joining in C.M.1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km. lead. (cost of Steel/ welded mesh etc. shall be paid extra). 40mm thick |
| 74 | 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 |
| 75 | 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 three level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 76 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 50mm x 50mm x 3.15mm |
| 77 | Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 78 | 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 earlierand 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. By Manual Means - In area of non-thorny jungle |
| 79 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 80 | Excavation inCutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 |
| 81 | Granular Sub-base with Well Graded Material (Table 400-1): By Mix in Place Method 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. |
| 82 | Grading - II Material |
| 83 | Wet Mix Macadam: Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all leads |
| 84 | Prime Coat (Low porosity): 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 the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 85 | Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 86 | Dense Graded Bituminous Macadam |
| 87 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H Specifications Clause 507 complete in all respects. |
| 88 | Bituminous Concrete |
| 89 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H Specifications Clause 509 complete in all respects. |
| 90 | For Grading-I (19 mm nominal size ) VG-10 grade |
| 91 | Bituminous macadam: Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504. |
| 92 | Bitumen (VG-30) |
| 93 | Semi-Dense Bituminous Concrete: Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth whelled, vibratory and tandem rollers to ahchieve the desired compaction as per MoRT&H Specifications Clause 508 complete in all respects. |
| 94 | For Grading I ( 13 mm nominal size ) VG-30 grade |
| 95 | Maintenance of lawn Spreading of manure, good earth in required thickness (cost of manure and good earth to be separately) |
| 96 | Laying of lawns including ploughing levelingbreaking of clods manuring and removal of stones etc. (cost of manure or extra good earth to be paid separately )maintenance of lawn foe 30 days or more till the grass forms a thick lawns free from weeds and fit for moving in the duration of planting if lawn die some where the contractor will replant it at his own cost |
| 97 | in rows 5 cmapart in either direction |
| 98 | Supply of dry manure including loading unloading , transportation & stacking at site. |
| 99 | Fram yard manure (Orgnic) |
| 100 | Supply of chemicalfertilizers at store in bages weightiong not less than 50 Kg. Each including loading unloading & transporation etc. |
| 101 | Urea |
| 102 | Murrate of photash |
| 103 | Providing and laying of FIB Approved 8 layers Synthetic pu “Court” Cushion Coat for Basket ball Court including |
| 104 | One Layer of Court Concrete Primer |
| 105 | · One layer of Court Acrylic Resurfacer |
| 106 | · Four Layers ofCushion Rubber |
| 107 | · Two Layers ofColor Coat |
| 108 | · Line Marking |
| 109 | The synthetic surface should be International Basket Ball Federation Approved |
| 110 | NET POLES |
| 111 | Providing and fixing of Basket ballpoles as per standard practices as approved by Sports Council. |
| 112 | TOP COURSES OF PLAY FIELD |
| 113 | Providing and laying crueshed clay bricks in minimum thickness of15cm it should be leveled well watered and compacted by roller.as directed by engineer in chagre. |
| 114 | Providing and laying of approvedclass top surface of playfield with clay mix with buddah and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 115 | Marking of all on-field & off-field lines thru PVC vinyl tape (three years warranty) |
| 116 | NET POLES |
| 117 | Providing and fixing of Volley ballNets/poles with Refree chair as per standard practices as approved by Sports Council. |
| 118 | SQUASH COURT |
| 119 | Providing and fixing Maple wood flooring consisting the following specifications :- |
| 120 | Rubber Cushion Pads : 10 mm thick rubber cushion pad shall be laid over C.C. flooring |
| 121 | Sleepers : 70mm x 45mm hem lock (hem fir) from Canada kiln dried and chemically treated (Anti termite treatment) |
| 122 | Flooring : Kiln Seasoned imported Maple wood surface board finished 21mm thick x60 to 85 mm wide tongue and grooved & EM marked & stamped. The Maple flooring to be imported from Canada. The cost included with PU polish. |
| 123 | The work shall be all complete including installation as per direction of Engineer-in-charge. |
| 124 | Providing and fixing 12mm thick Toughen Glass with Frame Facad with requisite hardware fittings (Dorma,Ozone or equivalent ) of size 1.2x 2.5 mtr or as per architectural design. Having opening area of 2.4 x 2.4 mtr for Entrance doors,Complete in all respect with filling of weather silicon where necessary. & as per instructionofEngineer In charge.including cost of centering & shuttering for all leads & lift.(Saint Gobain/Amirates etc.) |
| 125 | Supply and application of rubberized and gypsum based Hard Plaster system the consisting of a 12 mm thick Base Coat and a 3 mm thick Finish Coat fiber reinforced plaster of a total thickness of app. 15 mm and coated with washable paint system. Due to the extremely hard nature of the plaster a slight uneven color istribution and micro porous surface checks may be seen once the plaster has dried. This does not affect the strength or the integrity of the plaster and is not to be considered as a defect. The rates are including paint &all marking lines thru PU paint. |
| 126 | Sound Board System with fitting: Made of Tin sheet of 21 SWG being fitted on the bottom side of Front Wall. Total height 21” inclusive of wooden frame. |
| 127 | Providing and fixing stainless steel 16 gauge & (Grade 304 )railing of 50 mm dia top rail S.S. round pipe and vertical 40 mm dia pipe with 3 Nos. horizontal pipe of 20 mm dia over all height of the railling 3".0", etc ,including welding grinding ,buffing,polishing and making curvature ( wherever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc , of required size to be fixed from basement to fifth floor with 50 mm dia S.S. pipe with S.S. bulb to be fixed at start and end point of each floor with suitable arrangement as per drawing and design & direction ofEngineer -in- charge. |
| 128 | Supplying and Fixing Goal Post as per FIBA Specification with Marking of all on-field & off-field lines thru PVC vinyl tape (three years warranty)(Hockey) |
| 129 | Supplying and Fixing Goal Post as per FIBA Specification with Marking of all on-field & off-field lines thru PVC vinyl tape (three years warranty)(Football) |
| 130 | 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: |
| 131 | Size 580x440mm. |
| 132 | Providing & Fixing Premium Quality white glazed vitreous china Sanitary Wares (IS:2556 Mark) of approved make as per direction of Engineer-in-charge including cutting and making good the wall and floor. W.C. orissa pan with 100 mm vitreous china P or S trap |
| 133 | P & F water closet Seat Covers with brass hinges complete : |
| 134 | -do- White. |
| 135 | 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: |
| 136 | PVC with PVCbend as per IS : 7231 . |
| 137 | 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. |
| 138 | Flat Back (large) or half stall size 610x400x80mm. |
| 139 | P & F WVC Wash basin (Ist quality IS: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, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : |
| 140 | Size 510 mm x 400 mm |
| 141 | 1.0 mm thick Salem stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling. |
| 142 | Overall size Bowl size |
| 143 | (inches)(inches) |
| 144 | 22 x 18 x 7 20x16x7 |
| 145 | P & F Grating of approved quality/make: |
| 146 | Stainless Steel Sheet size 125mm dia. |
| 147 | Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge |
| 148 | Swan neck pillar cock 15 mm nominal size |
| 149 | Bib Cock with long thread 15 mm nominal size |
| 150 | Angular stop cock with long thread 15 mm nominal size |
| 151 | P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with 6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers. |
| 152 | Other sizes |
| 153 | P & F Liquid Soap Container with brackets complete of approved make: |
| 154 | C.P. brass |
| 155 | P & F Soap Dish or Tray of approved quality/make |
| 156 | C.P. brass |
| 157 | P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. |
| 158 | P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : |
| 159 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: |
| 160 | 500 litres capacity. |
| 161 | 2000 litres capacity. |
| 162 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) |
| 163 | 20mm nominal outer dia pipes |
| 164 | 25 mm nominal outer dia pipes |
| 165 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). |
| 166 | 25 mm nominal outer dia pipes |
| 167 | 32 mm nominal outer dia pipes |
| 168 | 40 mm nominal outer dia pipes |
| 169 | 50 mm nominal outer dia pipes |
| 170 | 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. |
| 171 | 160 mm dia |
| 172 | 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 |
| 173 | 75 mm dia |
| 174 | 110 mm dia |
| 175 | 110 mm dia |
| 176 | Nahni Trap without Jali 4” |
| 177 | 110mm dia |
| 178 | Vent Cowel |
| 179 | 110mm dia |
| 180 | Construction of soakage well in all type of soil 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-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 300 Cm. dia outside & 300 Cm. depth |
| 181 | Construction of septic tank in all type sof soil with 40cm thick masonry in CM 1:6 15cm thick CC bed of 1:5:10 M-15 grade CC flooring & over stone slab covering, 80mm thick slab jointing of slab in CM 1:3, Ralthal, Kharanja, 50mm thick stone partiton walls, 20mm thick plaster in CM 1:6 finished with neat floating cement, 4Nos C.I. foot rests of approved design, two No. 450mm dia 25Kg each C.I. cover with frame, earth work etc. complete as per approed drawing incl. disposal of surplus earth wtihin a lead of 50mtr.Size 400x140x150cm (for 50users) |
| 182 | Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm 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.Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame |
| 183 | "-do- size 600x450mm upto depth of 0.5m & 25Kg CI cover with frame |
| 184 | -do- depth upto 0.5mtr to 1.0mtr |
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