Tender For Development Work In Various Park In Ward No. 19 Kota North - 1 PART-A BOUNDARYWALL WORKEarth 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 Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). 5 Add extra for Random Rubble stone masonry with hard stone in Square or Rectangular pillars 6 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound completeandno glass strips are used andnot applying 2 coats of hot bitumen complete as per specifications. 50mm thick. 7 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 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. 9 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). 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 :Two or more coats on new work 12 PART-B FOOTPATH WORKEarth 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 13 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). 14 Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: 15 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). 16 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). 17 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 of IS 15658:2006 (B) Category „B‟ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 18 Add extra over rates of item No. 17, if colored paver blocks are used 19 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :Two or more coats on new work 20 Part-C Tube WellConstruction 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: 21 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 22 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. 150 mm Nominal Bore. 23 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 150mm 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 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 .100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.2.0 HP, 1-Ø, (7- 95)Mtr, (55-22) LPM 26 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 . For single phase Submersible / Monoblockpump 2.0 HP to 3.0 HP (DOL starter) 27 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 installation40 mm OD6 kg / cm2 28 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 .12mm (suitable up to 50 mm OD pipe) 29 Supply & drawing Wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 6.0 sq.mm 30 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 31 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 and fixing the pipe with clamps at 1 metre spacing. This includes testing of joint complete as per direction of Engineer - in charge.( INTERNAL WORK- EXPOSED ON WALL) PN-16Pipe, 32 mm OD 32 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : (-do-) 32mm nominal bore. 33 Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure 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 : 200mm dia Internal 34 Part D- HorticultureSupply of dry manure including loading unloading,transportation & stacking at site. Farm yard manure(organic) 35 Supply of Chemical Fertilizers at store in bags weighing not less than 50 kg each including loading unloading & transportation 36 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth 37 Supply of PVC hose pipe of different sizes at store including transportation etc. complete. 38 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 flowering plants 900mm to1500mm 39 Different varieties of shrubs 600mm to 900 mm 40 Different varieties of climbers 900mm to 1500 mm 41 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. completeLocal variety of bougainvillea 600mm to 900mm 42 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. Fish tale palm 5 to 8 feet 43 T cycuss3 feet 5 feet 44 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 Rubber plants etc 45 Differentfycus plants tolairy 100mm to 125 cm height 46 Different champa 125 cm to 215 cm height 47 Ground Cover of various varieties. Golden durantain P.B(5”X6”)-6”-1’ 48 TecomaGoudichoudi in P.B(9”X11”)- 2’ 49 Enarmi in P.B(5”X5”)- 1’ 50 Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) 51 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 7.5 cmapart in either direction 52 PART-E UIT APPROVEDlaosnd }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 dpukj 10 ls 12 QhV 53 xqyeksgj 10 ls 12 QhV 54 djat 10 ls 12 QhV 55 uhe 10 ls 12 QhV 56 `khke 10 ls 12 QhV 57 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. 58 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.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 59 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 60 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 61 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 62 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 63 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 64 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 65 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 66 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 67 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 68 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 69 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 (ISO : 9001-2000 make) 70 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 pipeSeats : MS sheet (5mm thick) FRP (ISO : 9001-2000 make) 71 Parallel bars : Parallel Bars is suitable for 10 to 16 years children and main verticle frame made of 50mm NB pipe and horizontal bars made of 32mm NB pipes. Horizontal bars having length 2.10 mtr. and height is 1.20 mtr. On ground level. Total area of this parallel is 2.0 mtr. x 1.0 mtr. 72 Up and Down Ladder : Providing and Fixing of up-down ladder made out of MS pipe 40mm, 25mm size of length 10xheight should be less than 6 pipe should be ISI marked of heavy weight. 73 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) 74 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. (For 12 months) 75 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 ¼12 ekg ds fy;s½ 76 Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work. (For 12 Months)
