Constructing Water Supply Scheme At Village Kesakarwadi, Tal.Pandharpurnrdwp At Keskarwadi Tal . Pandharpur Dist . Solapur, Nrdwp At Keskarwadi Tal. Pandharpur Dist. Solapur-Maharashtra

TDR : 21637468

Tender Notice
BOQ

Expired

Nrdwp At Keskarwadi Tal. Pandharpur Dist. Solapur , Maharashtra

Tender Brief : Constructing Water Supply Scheme At Village Kesakarwadi, Tal.Pandharpurnrdwp At Keskarwadi Tal . Pandharpur Dist . Solapur

Document Fees
₹ 1000 /-

EMD
₹ 60000.0 /-

Tender Value
₹ 59.43 Lakhs /-

Submission Date
09-09-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work:- CONSTRUCTING WATER SUPPLY SCHEME AT VILLAGE KESAKARWADI, TAL.PANDHARPUR
1	1	SUB ESTIMATE NO.1 - DEEPNING PERCULATION WELL :- Excavation in general in Hard material comprising of soft rock, hard rock, manjara rock etc by blasting / controlled blasting, chiseling as required 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.Lift 12.00 m to 13.50 m	BI01010001010000000000000515BI0100001113	42.39	Cum
2	2	Lift 13.50 m to 15.00 m	BI01010001010000000000000515BI0100001114	42.39	Cum
3	3	Lift 15.00 m to 16.50 m	BI01010001010000000000000515BI0100001115	42.39	Cum
4	4	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.	BI01010001010000000000000515BI0100001116	1000	BHP
5	5	Taking Horizontal Borewell of follwing dia as directed by Engineer in Charges etc complete.100 mm dia	BI01010001010000000000000515BI0100001117	120	Rmt
6	6	SUB ESTIMATE NO.2 - PUMPING MACHINERY :-Providing ,erecting and giving test of 150 mm Dia Submersible pump set confirming to I.S 8034 and I.S 9283 Pump shall be suitable various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 V+/- 10% 3 Ph 50 Hz A.C. supply. Cable guard thrust Carbone fiber bearing to accept entire hydraulic thrust waterproof winding shall be provided. The pump shall have suitable for direct coupling. The pump shall have suitable outlet as per manufactures design. Antitrust stream lined non return valve shall be provided with pump .Suitable suction strainer shall also be Provided 3 Core Single/Double run copper conductor submersible along with the pump rates as per pump up to 8 stage .3.00 HP, LPH-16500 H=50 M. For Gaothan	BI01010001010000000000000515BI0100001118	2	Nos
7	7	for Wasti -6.00 HP, LPH-29250 H=55 M.	BI01010001010000000000000515BI0100001119	2	Nos
8	8	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.150 mm Dia G.I Pipe .- heavy	BI01010001010000000000000515BI0100001120	60	Rmt
9	9	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\nEngineer-in-charge.100mm	BI01010001010000000000000515BI0100001121	60	Rmt
10	10	Supplying, erecting & terminating PVC armoured cable3\ncore 4 sq mmaluminium conductor with continuous 5.48\nsq mm (12 SWG) G.I. earth wire complete erected with\nglands & lugs, on wall/ trusses/pole or laid in provided trench/\npipe as per specification no. CB-LT/AL	BI01010001010000000000000515BI0100001122	140	Rmt
11	11	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	BI01010001010000000000000515BI0100001123	2	Nos
12	12	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.	BI01010001010000000000000515BI0100001124	2	Nos
13	13	Providing and erecting Ammeter A.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply.	BI01010001010000000000000515BI0100001125	2	Nos
14	14	Supplying and erecting bank of metalized polyproulen capacitor with the standard capacities of 2,3,5,7,10,12.50 and 15 KVAR units of P.F connection for operation on 3 Phase 50 C/s 400 Volts (+/- 10%)J with externally discharging resistance earthling terminals and built on angle iron or channel iron frame work and provided iron cover box complete. Erected on provided iron bracket or on floor duly tested 2KVAr 2 No.	BI01010001010000000000000515BI0100001126	2	Nos
15	15	Panel Fabrication - M.S sheet of thickness below to be used for fabrication of boxes. Panel board etc. including cutting, bending, drilling, welding, cleaning, defrosting and painting with one coats of enamel paint 16 SWG	BI01010001010000000000000515BI0100001127	1.92	Sqm
16	16	Supplying and erecting \"B\" class G.I Bend in Position necessary material.G.I Bend .	BI01010001010000000000000515BI0100001128	2	Nos
17	17	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	BI01010001010000000000000515BI0100001129	130.2	Cum
18	18	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 back filling, etc.complete.	BI01010001010000000000000515BI0100001130	260.4	Cum
19	19	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001131	390.6	Cum
20	20	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001132	390.6	Cum
21	21	Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.	BI01010001010000000000000515BI0100001133	195.3	Cum
22	22	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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores and\nstacking the same in closed shed duly protected from sun rays and rains including\ncost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent). 90 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001134	1860	Rmt
23	23	Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS code etc.complete (with cement solvent joint/ring fit joint). .90 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001135	1860	Rmt
24	24	Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.\nReflux valves as per I.S.5312 Part I (1984)NRV80mm	BI01010001010000000000000515BI0100001136	1	Nos
25	25	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 NRV 80mm	BI01010001010000000000000515BI0100001137	1	Nos
26	26	Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete	BI01010001010000000000000515BI0100001138	958.83	Cum
27	27	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	BI01010001010000000000000515BI0100001139	1	Nos
28	28	Providing and Supplying Air Valve as per IS - 10845 and Standard Specification Double orifice type combine with combined with screw down isolating small orifice elastic ball resting on a gun metal orifice nipple, large orifice, vulcanite ball seating on muddled seating ring, inlet face and drilled ,including all Taxes ( Local and Central ),Insurance, third party inspection charges ,loading ,unloading, transportation up to Departmental store /site etc. Complete. 20 mm Air valve Single Ball Flanged Type PN-1.	BI01010001010000000000000515BI0100001140	3	Nos
29	29	Lowering, laying and fixing in proper alingment and position all types of C.I. air valves as directed by Enginer in Charge including cost of convevnce from stor to site of works, cost of all materials ang giving satisfactory hydraulics testing,etc. complete( foe all class of valves)	BI01010001010000000000000515BI0100001141	3	Nos
30	30	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 of air valve tee etc comp.. as per type design & as directed by Engr. -in -Charge for following dia. of pipe lines.	BI01010001010000000000000515BI0100001142	3	Nos
31	31	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.80 mm Dia. M- class	BI01010001010000000000000515BI0100001143	30	Rmt
32	32	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\nEngineer-in-charge.80 mm Dia. M- class	BI01010001010000000000000515BI0100001144	30	Rmt
33	33	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.	BI01010001010000000000000515BI0100001145	3.15	Cum
34	34	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.90 mm Dia.6 Kg/cm2.	BI01010001010000000000000515BI0100001146	1.86	Km
35	35	SUB ESTIMATE NO.4 - RCC ESR:-Capacity 30000 Liters 12.00 m St.Ht FOR GAOTHAN :- . Designing (aesthetically) and constructing RCC Elevated service reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.R having capacity up to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges including lowering laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmental design, providing and fixing accessories Such as Stainless steel Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design, B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat of acrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001147	1	Lit
36	36	Add 5 % for Seismic Zone	BI01010001010000000000000515BI0100001148	1	Lit
37	37	RCC ESR:-Capacity 40000 Liters 12.00 m St.Ht FOR WASTI.:- Designing (aesthetically) and constructing RCC Elevated service reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.R having capacity up to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges including lowering laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmental design, providing and fixing accessories Such as Stainless steel Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design, B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat of acrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge.	BI01010001010000000000000515BI0100001149	1	Lit
38	38	Add 5 % for Seismic Zone	BI01010001010000000000000515BI0100001150	1	Lit
39	39	Providing and Supplying ISI mark standard C.I.double flanged Pipes of following class and diameter including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete. 100 mm Dia.for Inlet & Overflow	BI01010001010000000000000515BI0100001151	60	Rmt
40	40	150mm dia for Outlet	BI01010001010000000000000515BI0100001152	36	Rmt
41	41	Providing and supplying ISI standard CI flanged / s&s specials including all taxes (central and local ) insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Work unloading, stacking etc. complete.	BI01010001010000000000000515BI0100001153	210	Kg
42	42	Providing and Supplying ISI mark CI D/F Sluice Valve with jointing to pipe work (including all hardware and packing ),water quality having non-rising spindle with hand wheel and without bypass arrangement ,Spindle of stainless steel as per requirement excluding CC foundation /Structure steel support (1) up to 300 mm Dia conforming to IS 780(2) Above 300 mm Dia confirming to IS 2906 A - Sluice Valve with PN-1/Butterfly Valve without bypass.125 mm Dia.	BI01010001010000000000000515BI0100001154	2	Nos
43	43	100 mm Dia.	BI01010001010000000000000515BI0100001155	2	Nos
44	44	80 mm Dia.	BI01010001010000000000000515BI0100001156	3.9959	Nos
45	45	SUB ESTIMATE NO.5 - 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	BI01010001010000000000000515BI0100001157	469.56	Cum
46	46	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 back filling, etc.complete.	BI01010001010000000000000515BI0100001158	469.56	Cum
47	47	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001159	704.34	Cum
48	48	Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt road including removing the excavated material up to a lead of 50 m beyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete	BI01010001010000000000000515BI0100001160	469.56	Cum
49	49	Filling in Plinth and floor murum bedding in Trenches with approved murum for excavated material from foundation 15 cm to 20 cm Layer including watering ,ramming and compaction etc complete.	BI01010001010000000000000515BI0100001161	352.17	Cum
50	50	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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores and\nstacking the same in closed shed duly protected from sun rays and rains including\ncost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent).140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001162	150	Rmt
51	51	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001163	1704	Rmt
52	52	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001164	1500	Rmt
53	53	Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS code etc.complete (with cement solvent joint/ring fit joint). 140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001165	150	Rmt
54	54	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001166	1704	Rmt
55	55	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001167	1500	Rmt
56	56	Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, ncluding all taxes, transportation, etc. complet.100 mm Sluice Valve	BI01010001010000000000000515BI0100001168	1	Nos
57	57	80 mm Sluice Valve	BI01010001010000000000000515BI0100001169	4	Nos
58	58	65 mm Sluice Valve	BI01010001010000000000000515BI0100001170	6	Nos
59	59	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 .100 mm Sluice Valve	BI01010001010000000000000515BI0100001171	1	Nos
60	60	80 mm Sluice Valve	BI01010001010000000000000515BI0100001172	4	Nos
61	61	65 mm Sluice Valve	BI01010001010000000000000515BI0100001173	6	Nos
62	62	Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads and lift including consolidation ,surcharging ,etc.complete 100 mm Dia. M- class	BI01010001010000000000000515BI0100001174	1741.08	Cum
63	63	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	BI01010001010000000000000515BI0100001175	11	Nos
64	64	Providing ISI mark G.I. pipes of following class and dia. including all local and entral taxes, octroi, inspection charges, transportation to stores, etc. complete.100 mm Dia. M- class	BI01010001010000000000000515BI0100001176	30	Rmt
65	65	80 mm Dia. M- class	BI01010001010000000000000515BI0100001177	42	Rmt
66	66	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\nEngineer-in-charge.100 mm Dia. M- class	BI01010001010000000000000515BI0100001178	30	Rmt
67	67	80 mm Dia. M- class	BI01010001010000000000000515BI0100001179	42	Rmt
68	68	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.	BI01010001010000000000000515BI0100001180	14.4944	Cum
69	69	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.140 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001181	0.15	Km
70	70	90 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001182	1.704	Km
71	71	75 mm Dia.4 Kg/cm2.	BI01010001010000000000000515BI0100001183	1.5	Km
72	72	SUB ESTIMATE NO.6 - MICS.WORK:-Providing and erecting 1.5 M. high wire fencing with 7 rows of barbed wire supported on M.S. angles ( 50 x 50 x 6 mm ) at 2.5 Mtr., c/c including excavation pits for foundation, fixing posts in cement concrete 1:4:8 of size 45 x 45 x 45 cm , fastening the wire and painting the M.S. angles with one coat of red lead primer and two coats of painting etc.complete.	BI01010001010000000000000515BI0100001184	40	Rmt
73	73	Providingandfixing50mm.dia.mediumclassG.I.pipegatewithwicketgateofapproveddrawingwithallfixturesandfittingsintwoleaveswithstrongholdfastembeddedinc.c.blockattopandbottomwithlockingarrangementincludingcutting,bending,makingholesandwith one coat of primer etc. complete.	BI01010001010000000000000515BI0100001185	2	Nos
74	74	SUB ESTIMATE NO.7 - TRIAL RUN:-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.	BI01010001010000000000000515BI0100001186	1	Job
75	75	MSEB Charges	BI01010001010000000000000515BI0100001187	1	Job
76	76	Add GST 12%	BI01010001010000000000000515BI0100001188	1	Job

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Constructing Water Supply Scheme At Village Kesakarwadi, Tal.Pandharpurnrdwp At Keskarwadi Tal . Pandharpur Dist . Solapur, Nrdwp At Keskarwadi Tal. Pandharpur Dist. Solapur-Maharashtra

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