Tender For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Cluster- 2 C-Chanho And Mandar, Ranchi-Jharkhand

TDR : 35659809

Tender Notice
BOQ

Expired

Ranchi , Jharkhand

Tender Brief : Tender For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Cluster- 2 C-Chanho And Mandar

Document Fees
₹ 10000 /-

EMD
₹ 513000.0 /-

Tender Value
₹ 5.12 Crore /-

Submission Date
16-01-2023

Competition Type
Indian

Bidding Type
Tender

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1	MODEL - 1B WITH SOURCE (DT)
2	Construction of 125/115 mm dia, 60mtrs deep drilled tube well
3	Drilling Portion
4	Construction for 115/125 mm dia drilled Tube-Well for drilling in all kinds of soil rock for installation of hand pump with D.T.H Rig machine all complete including supplying all materials, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant for making 125/115 mm dia boring etcand cost of transporting rig machine and other vehicle up to site workas per specification and direction of Engineer-in-charge.
5	(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
6	(b) Beyond 30mtr.In Rural Areas
7	Providing all equipments and labour for lowering 125mm dia blue UPVC Casing pipe as casing for protecting the side from falling during the process of drilling all complete job including carriage of material to work site.
8	Supplying labour cement and calcium chloride or bentonite solution and equipments for Grouting to Casing Pipe all complete job including carriage of material to work site as per specification & direction of E/I
9	Supplying all tools, equipments and labour and doing washing, flushing and development of drilled tube well to give clean and clear water all complete as per direction E/I.
10	Supplying all materials labours and equipment including 125 mm dia GI/CI cap 125 mm dia T/W properly all complete and taking it out as per specification & direction of E/I. (the cap will be property of department)
11	Civil Portion
12	Supplying all tools, equipment, labours and lowering 32 mm dia G.I. (Medium)pipe in DT in 3 mtr. Length all complete job as per direction of E/I. Including carriage of materials.
13	Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
14	Supplying all materials, labours for fitting and fixing of India Mark II Hand Pump with all accessories all job complete as per direction of E/I. Including carriage of materials.
15	Supplying all materials, labours and equipment for constructing PCC (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. Including carriage of materials.
16	Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
17	Add Extra Item for Supplying tools, labours and materials for painting, numbering and year for construction of T/Well and taking of colour photograph with two or three nearest persons including platform, drain, soak pit and also longitude & latitude, details of T/W such as total depth, casing depth, static water level, drawdown, discharge, strata chart, beneficiary population etc in separate sheet/format all complete as per direction of E/I.
18	COST OF MATERIALS
19	cost of standard I.S.I. mark Deep Well Hand Pump for India mark-II, I.S.I. 15500 (Part 2) / 2004 with latest revision including 12mm x 3 meter long 8 no. Connecting Rods made of bright bar electro-galvanized fitted with coupler & normal stand assembly recommended for use with cylinder assembly suitable for bore wellcasing pipe.
20	Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
21	Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
22	RCC Foundation for Steel structurestaging& Solar panel
23	Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
24	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I
25	Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I
26	Providing nominal mix PCC of (1:4:8) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
27	Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
28	(a)Foundation for Steel structure staging
29	Footing and Vertical Pedestal Raft
30	Column
31	Tie Beam
32	(b)Foundation for Solar panel
33	Footing
34	Vertical Pedestal
35	Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
36	(a)Foundation for Steel structure staging
37	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
38	Cement Lead 10 Km (avg.)
39	Sand Lead 36 Km (avg.)
40	Stone Chips Lead 11 Km (avg.)
41	Steel Reinforcement Lead 10 Km (avg.)
42	Bricks Lead 06 Km (avg.)
43	Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
44	Providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
45	Information board for IEC
46	Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
47	Installation of 5000 liters Capacity Water Storage Tank
48	Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank
49	Transportation Charge
50	Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
51	Making hole in Tank
52	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
53	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
54	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
55	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
56	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
57	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
58	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
59	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
60	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
61	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
62	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
63	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
64	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
65	x) The motor pump set should have a 5 years warranty.
66	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
67	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
68	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
69	xiv) With third party inspection before dispatch.
70	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
71	The following details should be marked indelibly on the motor pump set
72	a) Name of the Manufacturer or Distinctive Logo.
73	b) Model Number.
74	c) Serial Number.
75	Solar submersible motor pump (SPV DC Type)
76	i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
77	Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
78	Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.(As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
79	Provision of solar night lamp.
80	Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
81	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
82	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
83	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion
84	Rising Main
85	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
86	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
87	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
88	Distribution
89	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
90	63 mm HDPE Pipe
91	50 mm HDPE Pipe
92	32 mm HDPE Pipe
93	20 mm HDPE Pipe
94	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
95	50mm dia
96	65mm dia
97	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
98	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
99	For Rising
100	50 mm HDPE Pipe
101	65 mm HDPE Pipe
102	Distribution
103	65 mm HDPE Pipe
104	50 mm HDPE Pipe
105	32 mm HDPE Pipe
106	20 mm HDPE Pipe
107	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
108	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
109	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
110	Elbow 15 mm dia.
111	Reducer Socket 20x15 mm dia.
112	Nipple 15 mm dia.
113	Plain Socket 15 mm dia.
114	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
115	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
116	50 mm dia and weight not less than 1.5 Kg.
117	65 mm dia Full way valve
118	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
119	15 dia and weight not less than 400 Gm
120	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
121	Supplying materials , labours and equipment\"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
122	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
123	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
124	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
125	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
126	O & M Cost for 1st year (Excluding Repair Charges)
127	O & M Cost for 2nd year with Annual Repair Charges
128	O & M cost for 3rd Year
129	O & M cost for 4th Year
130	O & M cost for 5th Year
131	Provision of one no SIM card & its recharging cost for RMC
132	MODEL - 1 B WITH SOURCE (GPT)
133	Construction of 300 mm x 125 mm x 90.00 m deep GPT Well
134	Drilling Portion
135	Cost of Transportation and other miscellanies charge ,for setting the ring machine at site etc all complete job as per direction of E/I.
136	Drilling of 300mm dia perfectly vertical bore hole, by mechanical Rotary Rig Machine for the specified depth below ground level in all types of soil, moorum, etc which solid core cannot be retained ,having unconfined aquifer, including all works pertaining to it and bending the casing pipe, at least 0.30m(from 0to 48meters depth below ground level0 as per direction of E/I0.00m to 48.00m(av. depth).
137	Drilling in all kinds of soil and rock in rural areaswith D.T.H. Rig Machine, all complete including supplying of all materials, labour, tools, drilling rig machine ,air compressor and equipment’s as well as fuel, lubricants for making 115mmdia boring and cost of transportation charge of rig machine and othervehicle to site the work site as per specification & direction of E/I.
138	Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459.
139	Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I.
140	Providing and fixing centralizing guide to the well assembly at each and of slotted pipe to keep the assembly in the center of the hole so that to provide an even thickness of gravel pack.
141	Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor)Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor).
142	Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8’’)to 9.53mm(3/8’’) including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual , including all lead& lift ,tec. All completeas per direction of E/I
143	Providing & supplying all labours, tools and plant for developing the gravel packed T/Well by use of compressed air for minimum 8 hours complete to make T/Well free from sand as per direction of E/I.
144	Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 latest revision including carriage.
145	RCC Foundation for Steel structurestaging& Solar panel
146	Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B)
147	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I
148	Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I
149	Providing nominal mix PCC of (1:4:8) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I
150	Providing RCC M-20 in nominal mix of (1:1.5:3) in columnswith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I.
151	(a)Foundation for Steel structure staging
152	Footing and Vertical Pedestal Raft
153	Column
154	Tie Beam
155	(b)Foundation for Solar panel
156	Footing
157	Vertical Pedestal
158	Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/I.
159	(a)Foundation for Steel structure staging
160	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
161	Cement Lead 10 Km (avg.)
162	Sand Lead 36 Km (avg.)
163	Stone Chips Lead 11 Km (avg.)
164	Steel Reinforcement Lead 10 Km (avg.)
165	Bricks Lead 06 Km (avg.)
166	Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
167	Providing structural steel galvanisedsqure pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete.
168	Information board for IEC
169	Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete
170	Installation of 5000 liters Capacity Water Storage Tank
171	Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank
172	Transportation Charge
173	Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
174	Making hole in Tank
175	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
176	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
177	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
178	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
179	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
180	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
181	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
182	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
183	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
184	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
185	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
186	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
187	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
188	x) The motor pump set should have a 5 years warranty.
189	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
190	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
191	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
192	xiv) With third party inspection before dispatch.
193	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
194	The following details should be marked indelibly on the motor pump set
195	a) Name of the Manufacturer or Distinctive Logo.
196	b) Model Number.
197	c) Serial Number.
198	Solar submersible motor pump (SPV DC Type)
199	i) 1 HP (DC Pump) with 900 WP minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 120 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
200	Carrying out recuperation/Yield Test for ascertaining the discharge of constructed well/ excavated profile as directed by the IEC. The testout by the drawing down water from the well/ profile below normal/subsoil water level up to full depth rise is recorded the normal water level/subsoil water level in the well / profile as well as strainer/level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, over Load , Labours etc. complete as directed.
201	Supplying all labours, tools and equipments for dismantling of head & water tank assembly and taking out 32 mm dia old G.I. Pipe, connecting rod, cylinder assembly the dismantled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.(As per Model Estimate of Solar Energy based Mini WSS. TS done by SE, Ranchi Circle & Circle Gumla dt. 21.05.2019)
202	Provision of solar night lamp.
203	Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
204	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
205	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete
206	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I. for construction of road cutting portion
207	Rising Main
208	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
209	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
210	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
211	Distribution
212	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
213	63 mm HDPE Pipe
214	50 mm HDPE Pipe
215	32 mm HDPE Pipe
216	20 mm HDPE Pipe
217	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
218	50mm dia
219	65mm dia
220	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties.
221	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
222	For Rising
223	50 mm HDPE Pipe
224	65 mm HDPE Pipe
225	Distribution
226	65 mm HDPE Pipe
227	50 mm HDPE Pipe
228	32 mm HDPE Pipe
229	20 mm HDPE Pipe
230	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
231	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
232	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
233	Elbow 15 mm dia.
234	Reducer Socket 20x15 mm dia.
235	Nipple 15 mm dia.
236	Plain Socket 15 mm dia.
237	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
238	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
239	50 mm dia and weight not less than 1.5 Kg.
240	65 mm dia Full way valve
241	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
242	15 dia and weight not less than 400 Gm
243	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. Full way valve chamber
244	Supplying materials , labours and equipment\"s for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
245	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
246	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
247	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
248	Annual Operation & Maintenance cost based on Existing GPT Well with solarmotor pump for 5 years
249	O & M Cost for 1st year (Excluding Repair Charges)
250	O & M Cost for 2nd year with Annual Repair Charges
251	O & M cost for 3rd Year
252	O & M cost for 4th Year
253	O & M cost for 5th Year
254	Provision of one no SIM card & its recharging cost for RMC
255	MODEL- 03 (12000 Litre 10 M Staging) (GPT)
256	Construction of 300 mm x 125 mm x 90.00 m deep GPTBore Well (2 Nos GPT)
257	Cost of Transportation and other miscellanies charge ,for setting the ring machine at site etc all complete job as per direction of E/I.
258	Drilling of 300mm dia perfectly vertical bore hole, by mechanical Rotary Rig Machine for the specified depth below ground level in all types of soil, moorum, etc which solid core cannot be retained ,having unconfined aquifer, including all works pertaining to it and bending the casing pipe, at least 0.30m(from 0to 48meters depth below ground level0 as per direction of E/I
259	Drilling in all kinds of soil and rock in rural areaswith D.T.H. Rig Machine, all complete including supplying of all materials, labour, tools, drilling rig machine ,air compressor and equipment’s as well as fuel, lubricants for making 115mmdia boring and cost of transportation charge of rig machine and othervehicle to site the work site as per specification & direction of E/I.
260	Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459.
261	Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I Supplying all materials, labour and inserting UPVC bluepipe 125 mm internal dia casing pipe for protecting the bore hole in over burden up to hard surface as per IS 12818-1392 with latest revisionall complete job with taxesas per specification and direction of E/I.
262	Providing and fixing centralizing guide to the well assembly at each and of slotted pipe to keep the assembly in the center of the hole so that to provide an even thickness of gravel pack.
263	Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor)Supplying laboursand equipment’s including 125mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I (The Cap will be the property of Contractor).
264	Providing gravel packing with approved best quality gravel in uniformly graded size between 3.16mm(1/8’’)to 9.53mm(3/8’’) including collection ,stacking ,washing &packing in the annular space between the bore hole and the other surface of casing pipe in layer of suitable thickness in the under space as required rate by manual , including all lead& lift ,tec. All completeas per direction of E/I
265	Providing & supplying all labours, tools and plant for developing the gravel packed T/Well by use of compressed air for minimum 8 hours complete to make T/Well free from sand as per direction of E/I.
266	Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 (CML no- 1543459) latest revision including carriage. (DWSD Item 134)
267	1 H.P. D.C. SolarMotor Pump Complete Set
268	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
269	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
270	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
271	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
272	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
273	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
274	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
275	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
276	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
277	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
278	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
279	x) The motor pump set should have a 5 years warranty.
280	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
281	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
282	xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
283	xiv) With third party inspection before dispatch.
284	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
285	The following details should be marked indelibly on the motor pump set
286	a) Name of the Manufacturer or Distinctive Logo.
287	b) Model Number.
288	c) Serial Number.
289	Solar submersible motor pump (SPV DC Type)
290	i) 1 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
291	Provision of solar night lamp.
292	12000 Litre CapacityR.C.C. Water Tank (2.7x2.7x2m Internal size) with 10 M staging having Utility Room at Ground Level
293	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
294	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
295	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, \"plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
296	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
297	Column from G.L to roof beam of Utility Room
298	Column from Roof Beam to Tank beam of Utility Room
299	Column from Tank Beam to Tank Roof of Utility Room
300	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
301	Bracing
302	Beam of Tank Floor
303	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and 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) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
304	Tank Floor Roof
305	Tank Roof Top
306	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
307	Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
308	Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
309	Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
310	Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
311	Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
312	Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
313	Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
314	Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
315	Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
316	Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60606 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
317	Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
318	Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
319	Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
320	Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
321	Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
322	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
323	Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
324	Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
325	Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
326	Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
327	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
328	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
329	Cement Lead 10 Km (avg.)
330	Sand Lead 36 Km (avg.)
331	Stone Chips Lead 11 Km (avg.)
332	Steel ReinforCement Lead 10 Km (avg.)
333	Bricks Lead 06 Km (avg.)
334	Distribution Network & House Connection 40 - 60 Nos. including Platform & Stand post
335	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
336	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
337	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I.
338	Rising Main
339	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
340	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
341	50 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
342	Distribution
343	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
344	63 mm HDPE Pipe
345	50 mm HDPE Pipe
346	32 mm HDPE Pipe
347	20 mm HDPE Pipe
348	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
349	50mm dia.
350	65mm dia.
351	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
352	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
353	For Rising
354	50 mm HDPE Pipe
355	63 mm HDPE Pipe
356	Distribution
357	63 mm HDPE Pipe
358	50 mm HDPE Pipe
359	32 mm HDPE Pipe
360	20 mm HDPE Pipe
361	Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
362	Supplying all materials , labour and tools for fixing 15 mm dia G.I. pipes with Red lead and yarn of following nominal bore with screwed and socketed joints on wall, ceiling and floor including supplying and fitting of wall hooks or pipe clamps, wooden plugs, cutting pipes to size and threading ends if required etc. all complete as per specification and direction of Engineer-in-Charge.
363	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
364	Elbow 15 mm dia.
365	Reducer Socket 20x15 mm dia.
366	Nipple 15 mm dia.
367	Plain Socket 15 mm dia.
368	Supplying and fixing G.M. ferrule of approved make in existing C.I./D.I. main Including drilling and taping C.I./D.I. main all complete as per specification and direction of E/I. 3 mm, 6 mm 10 mm dm ferrule weight not less than 425 gram.
369	Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I.
370	15 dia and weight not less than 400 Gm
371	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
372	32 mm dia and weight not less than 700 gms
373	50 mm dia and weight not less than 1.5 Kgvalve
374	65 mm dia Full way valve
375	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.Full way valve chamber
376	Providing brick masonry chamber ofinner size 600 x 600 x 450 mm deep for bore well protection having 125 mm thick wall and 75 mm R.C.C cover including cement plaster of exposed surface, etc all complete job
377	Supplying materials , labours and equipments for construction of 0.90M x 0.90 M size P.C.C. (1:2:4) Rectangular Platform with stand post in house including 12 mm thick cement plaster in C.M. (1:4) with neat cement punning over exposed surfaceall complete job, as per approved design, specification and direction of E/I.
378	Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge.
379	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
380	Galvanised chain - link mess Fencing around Solar Panel where bore well is away from tower
381	Making 30 cm( 12\"\") dia bore up to 4m below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated eartrh up to 50m lead including all lifts all complete as per approved design and direction of E/I.
382	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening,mixing cement concrete in mixer and placing in position, vibrating, curing,taxes and royalty all compelete as per building specification direction of E/I.
383	Labour cost offitting and fixing Galvanised chain -link mess up height of 2 Mincluding cost of staples (but excluding the cost of cement concrete angle iron posts,its cutting and making holes,nuts and bolts) all complete as per specification and direction of E/I.
384	Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I.
385	Labour for cutting of M.S Angle iron posts to required length,one end splitted as fish tailed in a length of 150 mm compelete as per building specification and direction of E/I.
386	Supplying,fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post compelete as per building specification and direction of E/I.
387	Supplying,fitting and fixing Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm fitted onM.S. angle frame with two diagonals having 25 x 25 x 5 mm size angleincludingcost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in angle post,,applying a priming red lead paint over steel work,taxesexcluding the cost of Galvanised chain -link mess all complete.
388	Cost of Galvanised chain -link mess having 3 mm thick wire cell type 40 x 40 mm wt not less than 3.1 kg / Sq m
389	Cost of 50 x 50 x 6 mm M.S. angle
390	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
391	Cement Lead 10 Km (avg.)
392	Sand Lead 36 Km (avg.)
393	Stone Chips Lead 11 Km (avg.)
394	Steel ReinforCement Lead 10 Km (avg.)
395	Annual Operation & Maintenance cost based on Existing GPT Well with solarmotor pump for 5 years
396	O & M Cost for 1st year (Excluding Repair Charges)
397	O & M Cost for 2nd year with Annual Repair Charges
398	O & M cost for 3rd Year
399	O & M cost for 4th Year
400	O & M cost for 5th Year
401	Provision of one no SIM card & its recharging cost for RMC (01 SIM Each Year)
402	MODEL- 04 (16000 Litre 12 M Staging) (HYDT)
403	Construction of 200mm x165mm x120.00 M deep high yield Drilled Tube well
404	HYDT :Cost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.
405	(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas
406	(b) Above 50.00 m depth. In Rural Areas
407	Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job.
408	Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job.
409	Supplyingmaterials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
410	2 H.P. D.C. SolarMotor Pump Complete Set
411	Designing, Supplying, Installation, Testing & Commissioning with all tools & Parts of following Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump Suitable for minimum 125mm x 115mm bore well as per MNRE Guideline with following specifications & accessories.
412	SPV arrays contains specified No of same capacity type & specification modules connected to series or parallel to obtained the required voltage & current the power output of individual PVmodules should be minimum 200 watt peak.
413	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
414	ii) All external parts of motor pump used in submersible pump which are in contact of water is stainless steel grade 303 or higher as required.
415	iii) The PV modules shouldbe mounted on metallic structure of adequate strength and appropriate design which can withstand load of modules & High wind pressure up to 200Km/h.
416	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
417	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
418	vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
419	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
420	viii) The suction/delivery pipe shall be UPVC / H.D.P.E. pipes of appropriate size 60m or more as required minimum pressure rating of 8kg/Sq cm- PE 100 grade for pump up to 3HP & 10 Kg/Sq cm- PE 100 grade for 5 HP.
421	ix) All cable used shall be as per IS 694. Suitable size of cable shall be used in sufficient length for inter connection between the SPV array to SPV controller and SPV controller to solar power pump. Provision of cable shall be as per IS 14536.
422	x) The motor pump set should have a 5 years warranty.
423	xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
424	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
425	xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
426	xiv) With third party inspection before dispatch.
427	xv) Provision for web basedremote monitoring of the pumps to be installed must be made through the inbuilt controllers . It should be possible to ascertain the daily water output, the power generated by PV Array ,the Up and downtime of the pump during the year, number of days the pump was unused or under breakdown repairs.
428	The following details should be marked indelibly on the motor pump set
429	a) Name of the Manufacturer or Distinctive Logo.
430	b) Model Number.
431	c) Serial Number.
432	Solar submersible motor pump (SPV DC Type)
433	i) 2 HP (DC Pump) with 1800 wp minimum watt P.V. Panel as MNRE pump head Max Shut-off head up to 100 mtrs. For higher or lower head or in between various modules output could be decided on prorates basis. (As per latest guide line of MNRE)
434	Provision of solar night lamp.
435	16000 Litre CapacityR.C.C. Water Tank (2.7x2.7x2m Internal size) with 12 M staging havingUtility Room at Ground Level
436	Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B ) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts,levelling,ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
437	Providing P.C.C.M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, mixing cement concrete in mixer and placing in position,vibrating,curing,taxes and royalty all complete as per building specification direction of E/I.
438	Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, \"plywood form work, bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mix design for M-250only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)
439	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
440	Column from G.L to roof beam of Utility Room
441	Column from Roof Beam to 2nd Bracing beam of Utility Room
442	Column from 2nd Bracing Beam to 3rd Bracing beam
443	Column from 3rd Bracing beam to Tank Base
444	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted)
445	Bracing
446	Beam of Tank Floor
447	Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, \"plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and 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) For RCC M-300 grade Slabs / Landings / Vertical Walls Section-G-Plain and Reinforced Cement Concrete
448	Tank Floor Roof
449	Tank Roof Top
450	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads including cost of materials,labours,royalityand taxes all complete as per building specification and direction of E/I.(Mode of measurement-compacted volume).
451	Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I.
452	Filling in foundation trenches and plinth in layers not exceeding 150mm thick, well watered,rammed,fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specifications and direction of E/I.(Mode of measurement-compacted volume).
453	Providing designation 75 A Brick work in C.M(1:6) in foundation and plinth with approved quality of clean coarse sand of F.M.2 to2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints to 15mm depth,curing,taxes and royalty all complete as per building specification and direction of E/I.
454	Providing designation 75A Brick work in C.M(1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening,scaffolding,raking out joints 15mm depth,curing,taxes and royalty all complete as per bldg. specification and direction of E/I.
455	Providing R.C.C.M-200 in nominal mix of (1:1.5:3) in lintel with approved quality of stone chips (20mm to 6mm size) graded and clean coarse of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating striking, curing(but excluding the cost of reinforcement),taxes and royalty all complete as per building specification and direction of E/I.
456	Providing av.63 mm thick R.C.C M-200 in nominal mix of (1:1.5:3) chhajja with approved quality of stone chips (20mm to 6mm size) graded and clean coarse sand of F.M 2.5 to 3 including in mixer and placing in position,vibrating,striking,6mm cement plaster(1:4) in ceiling and sides of chhajja with sand of F.M 1.5, curing(but excluding the cost of reinforcement) taxes, and royalty all complete as per building specification and direction of E/I.
457	Providing T.M.T steel reinforcement of different dia rods as per approved design and drawing including carriage of M.S bars to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
458	Supplying, fitting and fixing M.S grill made of 20*6 mmM.S flats as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I.
459	Providing and fixing fan hooks of 16 mm dia M.S.bar & 1 meter long bent to required size and shape, placed in position and fixed in the R.C.C. slab/beam at the time ofcasting all complete as per building specification and direction of E/I.
460	Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60606 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in C/C(1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I.
461	Providing 12 mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
462	Providing 12 mm cement plaster (1:6) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
463	Providing 6 mm cement plaster (1:4 ) in ceiling with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
464	Providing 12 mm cement plaster (1:3) with clean coarse sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor,curing,taxes and royalty all complete as per building specification and direction of E/I.
465	Providing 19 mm water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including cost of screening, curing with all leads and lifts of water,scaffolding,taxes and royalty all complete as per building specification and direction of E/I.
466	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
467	Providing two coats of snowcem of approved shade and make over old surface including washing, cleaning, sand papering the wall,scaffolding,curing and taxes all complete as per building specification & direction of E/I.
468	Extra for each coat of cement wash, distemper paint or snowcem over exterior surface for each consecutive floor above first floor including scaffolding etc all complete as per building specification & direction of E/I.
469	Providing two coats of synthetic enamel paint of approved shade and make over steel surface throughly,scaffolding and taxes all papering including cost of scaffolding and taxes all complete as per building specification & direction of E/I.
470	Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
471	Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
472	Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I.
473	Cement Lead 10 Km (avg.)
474	Sand Lead 36 Km (avg.)
475	Stone Chips Lead 10 Km (avg.)
476	Steel ReinforCement Lead 11 Km (avg.)
477	Bricks Lead 06 Km (avg.)
478	Distribution Network & House Connection60 - 80 Nos. including Platform & Stand post
479	Earth work in excavation in foundation trenches in hard soil (Vide Classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I.
480	Dismantling plain cement concrete work including stacking serviceable materials in countable stacks within 15 M lead and disposal of unserviceable materials with all leads all complete.
481	Providing PCCM-200 with nominal mix of (1:1.5:3) with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3.0 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, sticking, curing , taxes and royalty all complete as per specification and direction of E/I.
482	Rising Main
483	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
484	65mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
485	80 mm dia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:87.5 to 88.2mm wall Thickness End:9 .8 mm to 11.9mm, Barrel 7.3mm to 9 mm, Length: 3Mtrs. Delivery Pipe
486	Distribution
487	Providing and supplying High Density Polyethylene pipe (HDPE pipe) of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
488	63 mm HDPE Pipe
489	50 mm HDPE Pipe
490	32 mm HDPE Pipe
491	20 mm HDPE Pipe
492	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
493	80mm dia.
494	65mm dia.
495	Providing and supplying High Density Polyethylene(HDPE )fittings of 20 mm to 225 mm OD and pressure 6.0 Kg/cm2 and 10 Kg/cm2 suitable for water supply which is available in all standard conforming to ISI -- 4984/14151/12786/13488,ISO 4427 , DIN-8074materials rates are Ex-factory excluding transportation, taxes and duties. PE-80 , PN- 10
496	Lowering, Laying and Jointing H. D. P. E./M. D.P. E. pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevant IS Code complete with all materials for jointing procedure like Electro fusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II.
497	For Rising
498	80 mm HDPE Pipe
499	63 mm HDPE Pipe
500	Distribution

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Tender For Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission For Cluster- 2 C-Chanho And Mandar, Ranchi-Jharkhand

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