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Tender For Development And Maintenance Work Of Various Parks In Ward No 57,39,41,13,14,11 And 41 Of Kota South In Div -Iv - 1 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 soils 2 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. 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 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 :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 5 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. (Original producers who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) 6 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 7 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:4 ( 1-Cement : 4-Sand). 8 Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks Cement mortar 1 : 4 (1 cement : 4 coarse sand) 9 Plaster on new surface on walls in cement sand mortar 1:4 including rackingofjointsetc. complete fine finish :20mm thick . 10 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). 11 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 12 Extra if square,rectangular hollow tubelarsections are used or grill made by flats only 13 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 14 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. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 15 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). 16 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) Dark shade using ordinary cement. 17 Providing and fixing stone slabs table rubbed, 15-18 mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12mm (Av.) thick base of CM 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. Amba ji green marble above 3601 cm2 slab 18 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. Jalore (P-white / S-white/ Rosy Pink colour) 19 Providing&makingartistic/heritagepaintingwiththeusingoilpaint/apex ultimaorequivalentexteriorpainthavingantialgalanddustpickup resistancewithfinishasperdirectionofEngineerinchargeonwall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:- ThePaintingshallbebasedonthemesrelatedtoflora&faunalike creepers flower pots, animals, birds & natural figures. As the work shall be at the level of similar to enclosed drawing. 20 Providing & fixingMandana / dholpur White/Gwalior Mint/teak stone/ slate stone in cladding / Flooring Structuralbase with white cement & Tinex chamical& SS CLAMP and Fastners (of approved brand) laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attachedcomplete in all respect as per direction of Enginner- In- Charge & Architec with all lead & lift. The Stone measurement will be done of outer most dimension. Thickness of stone 25-30mm. 21 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). 200mm Nominalbore. (Tubewell ) 22 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.200 mm Nominal bore of pipe (Tubewell) 23 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 24 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. 25 Installation of submersible motor pump set in Tube-well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. 26 Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. 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 . 20mm (suitable for 90 mm OD pipe) 27 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 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively.5.0 HP, 3-Ø, (68 - 102)Mtr, (225-85) LPM 28 Providing & Fixing of HDPE pipe Confirming to IS:4984:2021for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. 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 . for vertical installation50 mm OD6 kg / cm2 29 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. 6.0 Sq.mm 3 core flat / Round (Tubewell) 30 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth 31 Supply of dry manure including loading unloading,transportation & stacking at site. Goat dungmanure. (5%) 32 Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) 33 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 for 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 34 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-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP63:2004 35 Supply and Fixing of Play System using galvanised pipe with FRP sheets with approved company like Arihant & Tobo 36 Wave Slide System 37 Double ARC Swing System 38 Mini Slide System 39 laosnd }kjk fuEu iztkfr;ksa ds ikS/kksa dh vkiwfrZ ,oa yxkukA ikS/kksa dh mapkbZ 5 eh- ls vf/kd gksuk pkfg;sA ikS/kk LoLFk gksuk pkfg,A laosnd }kjk ikS/kk jksi.k ls iwoZ izR;sd [kMMs esa vizqOM [kkn o vko;drkuqlkj dhVukkd Mkyuk gksxk ,oa ikS/kk yxkus ds ipkr de ls de 20 ls 25 yh- ikuh izfr ikS/kk nsuk gksxkA 40 dpukj 10 ls 12 QhV 41 ihiy 10 ls 12 QhV 42 xqyeksgj 10 ls 12 QhV 43 djat 10 ls 12 QhV 44 vtqZu 10 ls 12 QhV 45 ykWt ,LVksfu;k@byksLVksfu;k 10 ls 12 QhV 46 uhe 10 ls 12 QhV 47 `khke 10 ls 12 QhV 48 S/F of following outdoor Gym (fitness) Equipment including excavation of foundation in all kind of soil/hard roack. construction of foundation as per requirement of Gym Equipment or atleast 0.40x0.40x0.60m size in RCC M-20 mix or as per direction of engineer in charge. Gym equipment should be as per enclosed drawing and design in special conditions folowing make Kilkari/Regal/Arihant/Arogyam. 49 Double Bar:Features : -H-46, L-66, W-3-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. PipePowder Coated 100-110 microns 50 Sit Up Board:Features : -H-39, L-46, W-21-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. PipePowder Coated 100-110 microns 51 Double Surf Board:Features : -H-44, L-310, W-32-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe-Powder Coated 100-110 microns- FRP Foot Rest 52 Sky Walker:Features : -H-48, L-51, W-18-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 53 Cross Trainer:Features : -H-53, L-45, W-111-3 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 54 Shoulder Builder Triple:Features : -H-63, L-48, W-36-3 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns 55 Double Twister Seating :Features : -H-44, L-71, W-22-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns 56 Ches Press Double:Features : -H-68, L-55, W-23-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 57 Rower Double:Features : -H-38, L-76, W-27- 2x2 Inch Square CRCA Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 58 Peck Deck Double:Features : -H-62, L-61, W-3,2-3 Inch Dia, Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 59 Leg Press Double:Features : -H-58, L-64, W-17-4 Inch Dia. Galvanized Steel Pipe-Handle 1/1.25 inch Dia. M.S. Pipe- Powder Coated 100-110 microns- FRP Seat & Foot Rest 60 Providing and fixing benches with side panel casted in Cast Iron single piece and middle part is of mild steel. Approx. ht. is 700 mm and length is 1250 mm the carving work is as per enclosed drawing and details and instruction of engineer incharge. 61 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 A 62 Lalri /Anermi /Golden Duranta 63 Supply of different varities of tree/shrubs/climbers according to height and age of the plant at side including loading/unloading & transportation etc.complete Different varieties of shrubs 600mm to 900 mm 64 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 65 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. complete 66 Raffish palm 2 to 2.2 feet 67 Arica palm many branches 5 to 6 feet 68 T cycuss3 feet 5 feet 69 Supply of different varieties of indoor plantsin poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete 70 Differentfycus plants tolairy 100mm to 125 cm height 71 Different champa 125 cm to 215 cm height 72 Maintenace of Plants by the contractor including of pits/bids watering preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. 73 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 74 Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work.
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