Tender For Development And Maintenance Of Various Parks In Ward 70 And 71 Of Nagar Nigam Kota South Kota Rajasthan - 1 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.1: 4: 8 or leaner mix. 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 sqm 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 soilsBy Mannual Means 3 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. M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 ofIS 15658:2006Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004Add extra over rates of item No. 11.38, A to C if coloredpaver blocks are used 20% 5 Dismantling old plaster or skirting, raking out joints andcleaning the surface for plaster including disposal of rubbishto the dumping ground within 50 meter lead 6 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. 7 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 8 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 9 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 10 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 11 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick wallsCement Mortar 1:6 ( 1-Cement : 6-Sand). 12 Demolishing stone rubble masonry manually/ by mechanicalmeans including stacking of serviceable material and disposalof unserviceable material within 50 metres lead as perdirection of Engineer-in-charge:In cement mortar 13 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 .50mm thick. 14 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 15 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandla/loi. (only for colour changing ). 16 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work 17 Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 18 Construction of Jogging work on existing track using clay sand mix (design as approved by Rajasthan sports council) including grinding of clay and mixing by mechanical means preparation of bed. Laying clay mix mechanically (hydraulic system) and compacting using roller making surface leveled and even including cost of water hire charges all T&P complete in all respect as per direction of Engineer in charge. 19 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth 20 Supply of dry manure including loading unloading,transportation & stacking at site.Farm yard manure(organic) 21 Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) 22 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).150 mm Nominalbore. 23 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.150 mm Nominal bore of pipe 24 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size:150mm dia 25 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.in rows 5 cmapart in either direction 26 Supply & Planting of shady plants (Neem, Peepal, Sheesham, Kachnar, Amaltas, Arjun, Gulmohar, Bargad, Ashok etc.) along road side including the following activities :-a. Preparation of soil including cleaning & removing of unwanted shrubs removal ofstones & garbage. b. Supply of plant at site of two years of age & height not less than 5.00 Mtr.c. Supply of dry manure (Farm yard manure organic)d. Supply of Insecticides.e. Digging of pits size 60x60x60 cms. Including removal of stones, Manuring application of insecticides & watering at least 15 liter per plant after planting 27 laosnd }kjk fuEu çtkfr;ksa ds kcZl dh vkiwfrZ ,oa yxkukAikS/kk LoLFk gksuk pkfg,A ikS/kksa dh Å¡pkbZ 0-40 ls 0-50 eh- rd ALalri /Anermi /Golden Duranta 28 Jade Plant /Aclypha Tricolor /Kaner Dwarf /Copper Plant /Gudhal /Chandni/ Kamini Muraya /Callindra Pink Off. 29 Supply and plantation of selected specmen & Ornamental trees including/ unloading & transportation etc. complete Ficus panda 4-5 topiary dia 3-4 30 Supply of different varieties of bougainvillea in ply bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete Different varieties of bougainvillea 600mm to 900mm 31 Supply of different varieties of palms in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. completeArica palm many branches 5 to 6 feet 32 Bottle palm 5 to 8 feet 33 nwc dk la/kkj.k dk;Z &yxh gqbZ nwc dk la/kkj.k dk;Z esa [kjirokj fudkyuk] fu;fer flapkbZ djuk] [kkn Mkyuk ,oa e’khu ds }kjk fu;fer dVkbZ djuk rkfd nwc vPNh rjg ls fodflr gks ldsA 34 Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. 35 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes (IS 15778 : 2007 code) having thermal stability for hot& cold water supply including all CPVC plain & brassthreaded fittings i/c fixing the pipe with clamps at 1 metrespacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and testing of joints complete asper direction of Engineer in Charge. 36 uohu ikS/kksa dk la/kkj.k dk;Z & laosnd }kjk uohus ikS/kksa dh lkj laHkky@la/kkj.k dk;Z@12 efguksa dh le;kof/k ds fy, djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko;drkuqlkj vizoqzM [kkn] fu;fer ikuh nsuk o dhVukkd dks iz;ksx ,oa fujkbZ&xqMkbZ] Fkkoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa kkfey gSA ftldk izcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A 37 Supply and Fixing of Play System using galvanised pipe with FRP sheets with approved company like Arihant & ToboDouble FRP Roller Slide 38 Double ARC Swing System 39 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. 40 Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite/Kota Stone WorkHalf Edge moulding 41 Providing and supplying of Garden bench (Victorian) at site both side of garden bench is made of cast iron having back height of 720 mm and seating height of 390 mm (approx.) it may vary at some places and both side of Garden bench is connected with 10 Nos. MS tube of rectangular section size 65×25×3mm having length of 1520 mm for seating purpose with extra support 25×5 mm MS flat for extra stability. All sharp and rough edges of bench is to be grinded with grinder and all fill up with m-seal, and fixed at required position and this bench is having the provision of hold & fast system weight not less than 95Kg(for grouting) bench is complete with a coat of 1st class red oxide and with three coats of synthetic enamel of 1st class quality paint in green colour finally bench is assembled with nuts and fixing at the site complete with the direction of E-I-C. 42 Excavation work by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains not exceeding1.5 m in width or 10 sqm on plan including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting outthe excavated soil and disposal of surplus excavated soil asdirected with a lead in a 50 meter including stacking of usefulmaterial if available Ordinary rock 43 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 44 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricksCement mortar 1 : 6 (1 cement : 6 coarse sand) 45 Centering and Shuttering with plywood or steel sheetsincluding strutting, propping bracing both ways and removalof formwork for foundation , footings, strap beam, raft , basesof columns etc. 46 Providing and laying in position specified grade of cementconcrete for RCC structural elements upto floor five levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and makinggood the joints and cost of plastizers (if required ) excludingthe cost of centering, shuttering and reinforcement for Walls(any thickness) including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments,posts and struts etc.M20 grade Nominal Mix / Design Mix 47 Centering & shuttering with plywood or steel sheets includingstrutting, propping bracing both ways with steel props andremoval of formwork for upto floor five level forColumns, pillars, posts and struts etc. 48 Suspended floors, roofs, landings, staircases, balconies,girders, cantilevers, bands, coping bed plates, anchor blocks,sills, chhajjas, lintel, beam, plinth beam etc. 49 Providing and laying in position specified grade of cementconcrete for RCC structural elements upto floor five levelincluding curing, compaction, finishing with rendering incement sand mortar 1:3 (1 cement: 3 coarse sand) and makinggood the joints and cost of plastizers( if required) excludingthe cost of centering, shuttering and reinforcement for Beams,suspended floors, roofs, griders having slopes up to 15º,landings, balconies, shelves, chajjas, lintels, bands, plainwindows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix 50 Providing and fabricating reinforcement for R.C.C. workincluding straightening, cutting, bending, placing in positionand binding (including cost of binding wire) all complete up tofloor five level 51 Stone cladding/ flooring work dressed bansi paharpur stone in traditional style used in cladding/flooring thk 20-25 mm. with patterns over 25 and 50 mm. thick base in cm 1:6 including pointing with cementmortar 1:2 (1 cement: 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm. as per enclosed drawing and details and instruction of engineer incharge 52 Providing and fixing of Bansi Paharpur stone chajja 40 mm thick with nosing as per drawing complete. 53 Single piece of stone element with carving work in Bansi Paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge 54 P/F Ornamental pink Bansi Paharpur stone chhatri (Total height = 0.60+1.50+0.10+0.05+0.10+0.10+0.05+0.75+0.30) and 1.20 m x 1.20 m size with following specification with carving work (All measurement are in metres) cladding- 4 x 1.00 x 0.525 x 0.04 thick, cladding pillars - 4 x 0.10 x 0.10 x 0.52 , Galta - 4 x 0.15 x 0.075 size, Dhasa - 4x0.30x0.075 size main pillars - 4x0.15x0.15x1.50, Aech - 4x0.525 height and 0.05 thick , barsoth- 4x0.15x0.10 size chajj - 4x0.05 thick with 0.25 projection dabstone - 1.20x1.20x0.10 step cladding above dabstone - 4x0.04 thick x 0.10 height (with cc 1:2:4, 1.00x1.00x0.10), Gola stone- 1.20x1.20x0.05, Gumbad - 1x.75 dia. x 0.60 height, kalash- 1x0.30 height and.125 dia at base complete as per approved design and direction of engineer in charge
