Tender For Development And Maintenance Of Affordable Housing Parks In Division I-D, Kda, Kota - 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 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 Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 3 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) 4 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. 5 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 6 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) 7 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 8 Two or more coats on new work 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 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 12 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. 13 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 14 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) 15 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 15658:2006 16 Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 17 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used 18 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). 19 Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305. 20 Supply of dry manure including loading unloading,transportation & stacking at site. 21 Farm yard manure(organic) 22 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. 23 Good soil of earth 24 Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) 25 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 26 Lalri /Anermi /Golden Duranta 27 Crape Myrtal /Hemelia /Lantana Selloviana /Lantana Yellow /Rukmani /Gaudichaudi 28 Jade Plant /Aclypha Tricolor /Kaner Dwarf /Copper Plant /Gudhal /Chandni/ Kamini Muraya /Callindra Pink Off. 29 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 30 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. complete 32 Bottle palm 5 to 8 feet 33 Fox talepalm 5 to 8 feet 34 T cycuss3 feet 5 feet 35 Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume ( 2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure after reduction by 8%) flooding wit 36 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 37 in rows 5 cmapart in either direction 38 yxs gq;s ikS/kksa dk la/kkj.k dk;Z &laosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys 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 çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A 39 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 40 Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. 41 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. 42 Supply of PVC hose pipe of different sizes at store including transportation etc. complete. 43 38 mm dia 44 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : 45 (-do-) 25mm nominal bore. 46 Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings including trenching, refilling and testing of joint complete as per direction of Engineer - in charge. (EXTERNAL WORKS) 47 PN-16Pipe, 25 mm OD 48 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. 49 110 mm dia 50 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm –do- 51 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 52 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 53 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 . 54 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. 55 3.0 HP, 3-Ø, (54 -95)Mtr, (250-50) LPM 56 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 57 4.0 Sq.mm 3 core flat / Round 58 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 . 59 for Horizontal installation 60 40 mm OD4kg/ cm2 61 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). 62 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. New Work 63 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 64 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. 65 50mm x 50mm x 3.15mm 66 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) 67 Plaster on new surface of walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish : 20mm thick 68 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 69 dpukj 10 ls 12 QhV 70 ihiy 10 ls 12 QhV 71 xqyeksgj 10 ls 12 QhV 72 djat 10 ls 12 QhV 73 vtqZu 10 ls 12 QhV 74 uhe 10 ls 12 QhV 75 `khke 10 ls 12 QhV 76 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). 77 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.Above 3601 Cm2 Slabs 78 Supplying and fixing of Tree guard 1.5 metre including holding legs .9 m height angle 30x30x3 mm thick and also welded expanded mesh 50x50x16 guage in framework flat iron bedding 20x3 mm including to cross laps inside and outside welding iron bolts screws clips etc complete including complete number plate of plant. 79 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. 80 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 81 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 82 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 83 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 84 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 85 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 86 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 87 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 88 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 89 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 90 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 91 Double Swing : Double Swing is suitable for 4 to 14 years Children and frame is made of NB pipes which should be following specifications :Area : 3.0 mtr x 2.50mtr.Safe play area : 4.0 mtr x 3.50 mtr.Height : 2.40 mtr. (on ground level)Leg support : 40mm NB pipes Top bar : 50mm NB pipe Seat : 9mm thick reinforced rubber (Non skid chequired top, bearing : Housing special casting heavy duty bail bearing, suspension : 7mm dia Electro Galvanized chain 92 Single See Saw : The Single See Saw suitable for 4 to 8 years children and made of MS pipes which should be following specification : Area Required : 1.50 mtr.x 3.0 mtr.Height : 0.90 mtr. Main Pipe : 50 NB pipePlank : 40 NB pipeHandle : 20 NB pipe Seats : MsS sheet (5mm thick) FRP 93 Wave Slide : The sliding chute of wave slide is made of 6mm thick fibre glass reinforced plastic. (Binani or equivalent make) with a smooth surface consist of 3 sliding mould of 2.00 ft. (approx). The platform made out of 10 gauge MS sheet and shall be supported on 33mm OD 14 gauge. The ladder shall be 60cm wide (approx) and will be made of 25mm NP pipe with 15mm dual steps. The slide shall be supported on three parallel supports of different length. the size of the slide above the ground level shall be as follows platform height 2.40, slide length 4.20m and slide width 0.50 mtr. (approx)
