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Tender For Water Supply Scheme At Village Umbargaon, Tal.Pandharpur - Sub Estimate No.1 :- Perculation Well :- Lift00 to 1.50 m - Excavation in general in soft material comprising of soft soil, soft murum, sand hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well. etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km. as directed by Engineer-in-charge. etc.complete excluding refilling etc complete. 2 Lift1.50 m to 3.00 m 3 Excavation in general inHardmaterial comprising of soft rock, hard rock, manjara rock etc by blasting / controlled blasting, chiseling as requiredin wet or dry condition for Head Worksi.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well. etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 Km. as directed by Engineer-in-charge. etc. complete excluding refilling.Lift Lift 3.00 m to 4.50 m 4 5.00 m to 6.00 m 5 Lift4.50 m to 6.00 m 6 Lift7.50 m to 9.00 m 7 Lift9.00 m to 10.50 m 8 Lift10.50 m to 12.00 m 9 Lift12.00 m to 13.50 m 10 Lift13.50 m to 15.00 m 11 Providing and laying situ cement concrete M-15 of trap /granite/quartzite/gneiss/metal for FOUNDATION & BEDDING INCLUDING bailing out water, Frame work ,Compacting, Curing etc .Complete 12 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary orroughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250and M-300 only. Use of L&T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S.or Tor reinforcement)RCC Beam M-200 13 RCC Vertical Wall M-200 14 Providing and Fixing in position steel bar Reinforcement of various diameter for R.C.C Beams, and Padre as per Detailed Design and Drawing and Schedule including cutting bending hooking the bar binding with wires or tack weld support as required complete (including cost of binding wire ) 15 Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery labour ,fuel)etc. complete . 16 Providing and Fixing in Position C.I Dapuri Steps or 22 mm Dia M.S Bar steps with proper anchorage etc. and applying 3 Coates of Anticorrosive paint etc. directed by Engineer -in-charge.. 17 Filling in Plinth and Floors/ Excavated trenches with approved excavated materials from foundation in 15 to 20 cm Layers including watering and compaction etc. complete. 18 Providing and Fixing 80 mm Dia. A.C./P.V.C .pipes weep holes at 1.5 m c/c staggered including cost of materials & labour charges involvedwith all lead & lifts etc. completed. 19 Taking trial boreto gather undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders soft rocks , hard rock, and quartzite, etc. The item includes al hire and running cost of machine, conveyance of machine and back sampling all over burden strata.samples to taken at 3.0 M interval and conveying to the place as directed-by-Engineer-in-charge. Thediameter of bore in overburden shall be 150 mmetc completed. 20 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from well/profile below normal/ subsoil water level up to full depth rise in water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level of pump as per design of W.S. scheme shall be recorded prior to the test including cost of all material, overhead, labourers, etc. completed as directed. The test shall be carried out as per Tech. Circular No. 2597 and 2011-97 and shall be carried out for 7 days. 21 Taking Horizontal bore in well including Machinery, Transportation, Fixing machine, Fual, all labours, and excluding dewaterring etc compl.4 inch horizontal bore well in well 22 Sub Estimate No.2:- Pumping Machinery 3.00 HP,LPH-7963 H=35 M. Providing, erecting and giving test of Monoblock pump setconforming to IS 8034 and motor conforming to IS 9283,with water proof winding. Pump shall be suitable for various delivery head anddischarge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph,50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copperconductor cable in single / double run and 2 pairs of suitable size erection clamp 10mm thick shall be provided with each pump. 23 Providing and supplying and lowering laying in standard lengths 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges,conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.63 mm Dia. HDPE P100, 6 kg Pipe 24 Supplying, erecting & terminating PVC armoured cable3core 4 sq mmaluminium conductor with continuous 5.48sq mm (12 SWG) G.I. earth wire complete erected withglands & lugs, on wall/ trusses/pole or laid in provided trench/pipe as per specification no. CB-LT/AL 25 Supplying and erecting D.O.L starter to operate squirrel cage induction Motor working on 380-400 V.3 Phase 50 Hz with no volts coil and overload element with necessary material and connected to supply etc. complete .Starter with original sheet enclose 26 Providing and erecting Voltmeter A.C. 50 cycles per second with 0 to 500 Volts range flush type erected on provided M.S box and connected supply. 27 Providing and erecting AmmeterA.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply. 28 Panel Fabrication - GIsheet of thickness given below to be used for fabrication of boxes. Panel board etc. including cutting, bending, drilling, welding, cleaning, degusting and painting with one coats of red lead paint andtwo coats of enamel paint 29 Supplying and erecting "B" class G.I Bend pipe in Position necessary material. 50 mm Dia G.I Bend 30 Sub Estimate No.3:- Rising Main :- Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete 31 Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m and lifts as below ,stacking and spreading as directed by Engineer-In-Charge, normal dewatering ,preparing the bed for foundation and excluding backfilling etc. complete. 32 Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete 33 Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete. 34 Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete. 35 90 mm dia/6klg PVC Pipe -Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete 36 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours asdirected by engineer in charge as per IS-7634 Part II 37 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon,loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I.NRV 100mm 38 Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete 39 Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete 40 Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge(A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover 41 Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standardspecifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.25 mm Air valve SingleBall Flanged Type PN-1. 42 Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.(for all class of valves). 43 Providing and Fixing in Position air Valve Shaft including Providing and Fixing G.I Medium class or 6 mm thick pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 Concrete 150mm thick around the air Valve tee Including encasing of vertical shaft in PCC M-150 as shown in type design together with providing & making flanged joints wherever required & fixing ofair valve tee etc comp.. as per type design & as directed by Engr. -in -Charge for following dia. of pipe lines. 44 Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete.80mm 45 Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed byEngineer-in-charge.100mm 46 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. 47 Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..90 mm Dia.HDPE PE 100, 6 Kg/cm2. 48 Sub Estimate No.4:- Distribution System :- Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete 49 Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m and lifts as below ,stacking and spreading as directed by Engineer-In-Charge, normal dewatering ,preparing the bed for foundation and excluding backfilling etc. complete. 50 Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete 51 Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete. 52 Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete. 53 75 mm dia/4klg PVC Pipe -Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 54 90 mm dia/4klg PVC Pipe - 55 110 mm dia/4klg PVC Pipe - 56 140 mm dia/4klg PVC Pipe - 57 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours asdirected by engineer in charge as per IS-7634 Part II.75mm 58 90 mm dia/4klg PVC Pipe - 59 110 mm dia/4klg PVC Pipe - 60 140 mm dia/4klg PVC Pipe - 61 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.complete.65 mm CID/F Sluice Valve 62 80 mm CID/F Sluice Valve 63 100 mm CID/F Sluice Valve 64 Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete . 65mm 65 80 mm CID/F Sluice Valve 66 100 mm CID/F Sluice Valve 67 Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete 68 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc.complete. 69 Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete. 80 mm Dia. M- class 70 100 mm Dia. M- class 71 Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed by Engineer-in-charge. 72 100 mm Dia. M- class 73 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. 74 Making cross connection to existing distribution system of any type including excavation, bracking and removing the existing pipes, lowering laying the specialsand pipes in their position,refilling, closing the watersupply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in- Charge for following diameters of existing pipe lines .80mm 75 100 mm Dia. 76 Hydraulic Testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including, cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressrue gauges and other necessary equipments, labour, operation charges etc. required for testing. The rate under this item shall also include cost of retesting,if necessary and reinstating to original position.75 mm Dia.PVC 4 Kg/cm2. 77 90 mm Dia.PVC 4 Kg/cm2. 78 110 mm Dia.PVC 4 Kg/cm2. 79 140 mm Dia.PVC 4 Kg/cm2. 80 Commissioning, running and maintaining the scheme to quantities , rated capacity including manning necessary personnel such as operator, valve man etc.as per requirement of the scheme and who should also administer chemical dose for a period of one month together with training of personnel spared by M.J.P. / Local body and handing over the scheme to local body after completion of the above period as directed by Engineer- in-charge etc.complete. 81 Providing and fixing board displaying information, such as "Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge MORTH 801 82 1Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapterElbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in For 15 mm Service connection (With Road Crossing) 83 15 mm Service connection (Without Road Crossing) 84 Add GST 18%
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