Tender For Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Panki Cluster No. - 25 Under Drinking Water And Sanitation Division, Medininagar For The Year 2022-23., Palamau-Jharkhand

TDR : 37014745

Tender Notice
BOQ

Expired

Palamau , Jharkhand

Tender Brief : Tender For Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Panki Cluster No. - 25 Under Drinking Water And Sanitation Division, Medininagar For The Year 2022-23.

Document Fees
₹ 10000 /-

EMD
₹ 904000.0 /-

Tender Value
₹ 9.03 Crore /-

Submission Date
03-04-2023

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	MODEL-1AWITHOUT SOURCENo. of schemes - 8
2	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
3	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.
4	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.
5	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
6	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.
7	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.
8	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
9	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
10	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)
11	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
12	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.
13	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.
14	x) The motor pump set should have a 5 years warranty.
15	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)
16	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
17	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
18	xiv) With third party inspection before dispatch.
19	xv) Fitting, fixing & mounting on water tank steel structure.
20	xvi) 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.
21	The following details should be marked indelibly on the motor pump set
22	a) Name of the Manufacturer or Distinctive Logo.
23	b) Model Number.
24	c) Serial Number.
25	Solar submersible motor pump (SPV DC Type)
26	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)
27	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.
28	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.
29	Provision of solar night lamp.
30	Construction RCC Foundation for Steel structurestaging& Solar panel
31	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)
32	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(Mode of measurement compacted volume)
33	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
34	Providing PCC M-150 in nominal mix of (1:2:4) 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
35	Providing RCC M-200 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.
36	(a)Foundation for Steel structure staging
37	Footing
38	Vertical Pedestal
39	Tie Beam
40	(b)Foundation for Solar panel
41	Footing
42	Vertical Pedestal
43	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.
44	10 mm Dia
45	12 mm Dia
46	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
47	Cement10KM lead
48	Steel10KM lead
49	Sand 36KM lead
50	Stone chips11KM lead
51	Bricks 06KM lead
52	Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
53	Providing structural steel galvanised tubular hollow 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.
54	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.
55	Materials and labour for vinyl painting of matter given by department in different color
56	Installation of 2000 liters Capacity Water Storage Tank
57	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 2000.00 litres Capacity Water storage Tank
58	Transportation Charge
59	Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
60	Making hole in Tank
61	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
62	Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
63	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.
64	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.
65	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.
66	Rising Main
67	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
68	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
69	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
70	Distribution Main
71	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.
72	63 mm HDPE Pipe
73	50 mm HDPE Pipe
74	32 mm HDPE Pipe-
75	20 mm HDPE Pipe-
76	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality (screwed end).
77	65 mm dia
78	50 mm dia .
79	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.
80	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.
81	For Rising
82	65 mm HDPE Pipe
83	50 mm HDPE Pipe
84	For Distribution
85	65 mm HDPE Pipe
86	50 mm HDPE Pipe
87	32 mm HDPE Pipe
88	20 mm HDPE Pipe
89	15 mm Dia GI Pipe
90	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.
91	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
92	Elbow 15 mm dia.
93	Reducer Socket 20x15 mm dia.
94	Nipple 15 mm dia.
95	Plain Socket 15 mm dia.
96	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.
97	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
98	65 mm dia Full way valve
99	50 mm dia and weight not less than 1.5 Kg.
100	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.
101	15 dia and weight not less than 400 Gm
102	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.
103	Full way valve chamber
104	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.
105	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.
106	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.
107	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
108	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.
109	Cement Lead 10 Km (avg.)
110	Sand Lead 36 Km (avg.)
111	Stone Chips Lead 11 Km (avg.)
112	Steel ReinforCement Lead 10 Km (avg.)
113	Bricks Lead 06 Km (avg.)
114	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
115	O & M Cost for 1st year
116	O & M Cost for 2nd year
117	O & M cost for 3rd Year
118	O & M cost for 4th Year
119	O & M cost for 5th Year
120	Provision of one no SIM card & its recharging cost for RMC
121	MODEL-1AWITH SOURCE (Drilled T/W 125/115 dia mm, 60M deep)No. of schemes - 16
122	Tube Well
123	Drilling Portion
124	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.
125	(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
126	(b) Beyond 30mtr.In Rural Areas
127	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.
128	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
129	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.
130	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)
131	Civil Portion
132	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.
133	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.
134	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.
135	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.
136	Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
137	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.
138	COST OF MATERIALS
139	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.
140	Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
141	Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
142	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
143	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.
144	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.
145	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
146	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.
147	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.
148	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
149	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
150	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)
151	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
152	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.
153	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.
154	x) The motor pump set should have a 5 years warranty.
155	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)
156	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
157	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
158	xiv) With third party inspection before dispatch.
159	xv) Fitting, fixing & mounting on water tank steel structure.
160	xvi) 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.
161	The following details should be marked indelibly on the motor pump set
162	a) Name of the Manufacturer or Distinctive Logo.
163	b) Model Number.
164	c) Serial Number.
165	Solar submersible motor pump (SPV DC Type)
166	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)
167	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.
168	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.
169	Provision of solar night lamp.
170	Construction RCC Foundation for Steel structurestaging& Solar panel
171	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)
172	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(Mode of measurement compacted volume)
173	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
174	Providing PCC M-150 in nominal mix of (1:2:4) 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
175	Providing RCC M-200 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.
176	(a)Foundation for Steel structure staging
177	Footing
178	Vertical Pedestal
179	Tie Beam
180	(b)Foundation for Solar panel
181	Footing
182	Vertical Pedestal
183	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.
184	10 mm Dia
185	12 mm Dia
186	Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
187	Cement10KM lead
188	Steel10KM lead
189	Stone chips 11KM lead
190	Sand36KM lead
191	Bricks 06KM lead
192	Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
193	Providing structural steel galvanised tubular hollow 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.
194	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.
195	Materials and labour for vinyl painting of matter given by department in different color
196	Installation of 2000 liters Capacity Water Storage Tank
197	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 2000.00 litres Capacity Water storage Tank
198	Transportation Charge
199	Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
200	Making hole in Tank
201	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
202	Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
203	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.
204	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.
205	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.
206	Rising Main
207	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
208	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
209	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
210	Distribution Main
211	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.
212	63 mm HDPE Pipe
213	50 mm HDPE Pipe
214	32 mm HDPE Pipe-
215	20 mm HDPE Pipe-
216	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
217	65 mm dia
218	50 mm dia .
219	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.
220	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.
221	For Rising
222	65 mm HDPE Pipe
223	50 mm HDPE Pipe
224	For Distribution
225	65 mm HDPE Pipe
226	50 mm HDPE Pipe
227	32 mm HDPE Pipe
228	20 mm HDPE Pipe
229	15 mm Dia GI Pipe
230	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.
231	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
232	Elbow 15 mm dia.
233	Reducer Socket 20x15 mm dia.
234	Nipple 15 mm dia.
235	Plain Socket 15 mm dia.
236	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.
237	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
238	65 mm dia Full way valve
239	50 mm dia and weight not less than 1.5 Kg.
240	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.
241	15 dia and weight not less than 400 Gm
242	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.
243	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	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.
249	Cement Lead 10 Km (avg.)
250	Sand Lead 36 Km (avg.)
251	Stone Chips Lead 11 Km (avg.)
252	Steel ReinforCement Lead 10 Km (avg.)
253	Bricks Lead 06 Km (avg.)
254	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
255	O & M Cost for 1st year
256	O & M Cost for 2nd year
257	O & M cost for 3rd Year
258	O & M cost for 4th Year
259	O & M cost for 5th Year
260	Provision of one no SIM card & its recharging cost for RMC
261	MODEL-1B WITH SOURCE(Drilled T/W 125/115dia mm, 60M Deep)No. of schemes - 18
262	Tube Well
263	Drilling Portion
264	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.
265	(a) Up to 30mtr. Depth bellow G.L. in Rural Areas
266	(b) Beyond 30mtr.In Rural Areas
267	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.
268	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
269	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.
270	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)
271	Civil Portion
272	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.
273	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.
274	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.
275	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.
276	Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
277	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.
278	COST OF MATERIALS
279	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.
280	Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
281	Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
282	RCC Foundation for Steel structurestaging& Solar panel
283	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)
284	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
285	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
286	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
287	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.
288	(a)Foundation for Steel structure staging
289	Footing and Vertical Pedestal Raft
290	Column
291	Tie Beam
292	(b)Foundation for Solar panel
293	Footing
294	Vertical Pedestal
295	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.
296	(a) Foundation for Steel structure staging
297	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.
298	Cement Lead 10 Km (avg.)
299	Sand Lead 36 Km (avg.)
300	Stone Chips Lead 11 Km (avg.)
301	Steel Reinforcement Lead 10 Km (avg.)
302	Bricks Lead 06 Km (avg.)
303	Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
304	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.
305	HARDWARE (L.S.)
306	Information board for IEC
307	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
308	Installation of 5000 liters Capacity Water Storage Tank
309	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
310	Transportation Charge
311	Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
312	Making hole in Tank
313	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
314	Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
315	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.
316	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
317	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
318	Rising Main
319	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
320	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
321	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
322	Distribution
323	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.
324	63 mm HDPE Pipe
325	50 mm HDPE Pipe
326	32 mm HDPE Pipe
327	20 mm HDPE Pipe
328	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
329	65 mm dia
330	50mm dia
331	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.
332	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.
333	For Rising
334	50 mm HDPE Pipe
335	65 mm HDPE Pipe
336	Distribution
337	65 mm HDPE Pipe
338	50 mm HDPE Pipe
339	32 mm HDPE Pipe
340	20 mm HDPE Pipe
341	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.
342	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.
343	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
344	Elbow 15 mm dia.
345	Reducer Socket 20x15 mm dia.
346	Nipple 15 mm dia.
347	Plain Socket 15 mm dia.
348	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.
349	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
350	65 mm dia Full way valve
351	50 mm dia and weight not less than 1.5 Kg.
352	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.
353	15 dia and weight not less than 400 Gm
354	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
355	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.
356	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
357	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.
358	Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
359	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.
360	Cement Lead 10 Km (avg.)
361	Sand Lead 36 Km (avg.)
362	Stone Chips Lead 11 Km (avg.)
363	Steel ReinforCement Lead 10 Km (avg.)
364	Bricks Lead 06 Km (avg.)
365	Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
366	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.
367	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.
368	i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
369	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.
370	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.
371	iv) The module mounting structure should be hot dip galvanized according to IS 4759.
372	v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
373	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)
374	vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
375	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.
376	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.
377	x) The motor pump set should have a 5 years warranty.
378	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)
379	xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
380	xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
381	xiv) With third party inspection before dispatch.
382	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.
383	The following details should be marked indelibly on the motor pump set
384	a) Name of the Manufacturer or Distinctive Logo.
385	b) Model Number.
386	c) Serial Number.
387	Solar submersible motor pump (SPV DC Type)
388	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)
389	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.
390	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)
391	Provision of solar night lamp.
392	Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower
393	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 earth up to 50m lead including all lifts all complete as per approved design and direction of E/I.
394	Providing PCC M-150 in nominal mix of (1:2:4) in foundationwith approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I.
395	Labour cost of fitting and fixing Galvanised chain-link mess up height of 2 M including cost of staples (but excluding the cost of cement concete angle iron posts, its cutting and making holes, nuts and bolts) all complete as per specification and direction of E/I.
396	Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
397	Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I.
398	Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
399	Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete.
400	Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm
401	Cost of 50 x 50 x 6 mm M.S angle
402	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.
403	Cement Lead 10 Km (avg.)
404	Sand Lead 36 Km (avg.)
405	Stone Chips Lead 11 Km (avg.)
406	Steel ReinforCement Lead 10 Km (avg.)
407	Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
408	O & M Cost for 1st year (Excluding Repair Charges)
409	O & M Cost for 2nd year with Annual Repair Charges
410	O & M cost for 3rd Year
411	O & M cost for 4th Year
412	O & M cost for 5th Year
413	Provision of one no SIM card & its recharging cost for RMC
414	MODEL-1BWITH SOURCE(G.P.T.)No. of schemes - 1
415	Construction of 300 mm x 125 mm x 90.00 m deep GPTBore Well
416	Cost of Transportation and other miscellanies charge ,for setting the ring machine at site etc all complete job as per direction of E/I.
417	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). DWSD Item 118
418	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. DWSD Item 121 (ii)
419	Cost of 125 mm dia blue UPVC Casing Pipe as per IS:12818:2016 CML no- 5543459. (DWSD 108)
420	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. (DWSD Item 125)
421	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. (From Old Model Estimate)
422	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). DWSD Item 128
423	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(From Old Model Estimate)
424	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.
425	Supplying of 125 mm dia. Ribbed screen pipe confirming to IS:12818:2016 (CML no- 1543459) latest revision including carriage. (DWSD Item 134)
426	RCC Foundation for Steel structurestaging& Solar panel
427	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)
428	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
429	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
430	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
431	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.
432	(a)Foundation for Steel structure staging
433	Footing and Vertical Pedestal Raft
434	Column
435	Tie Beam
436	(b)Foundation for Solar panel
437	Footing
438	Vertical Pedestal
439	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.
440	(a) Foundation for Steel structure staging
441	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.
442	Cement Lead 10 Km (avg.)
443	Sand Lead 36 Km (avg.)
444	Stone Chips Lead 11 Km (avg.)
445	Steel Reinforcement Lead 10 Km (avg.)
446	Bricks Lead 06 Km (avg.)
447	Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
448	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.
449	HARDWARE (L.S.)
450	Information board for IEC
451	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
452	Installation of 5000 liters Capacity Water Storage Tank
453	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
454	Transportation Charge
455	Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
456	Making hole in Tank
457	Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
458	Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
459	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.
460	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
461	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
462	Rising Main
463	Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
464	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
465	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
466	Distribution
467	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.
468	63 mm HDPE Pipe
469	50 mm HDPE Pipe
470	32 mm HDPE Pipe
471	20 mm HDPE Pipe
472	Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
473	65 mm dia
474	50mm dia
475	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.
476	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.
477	For Rising
478	50 mm HDPE Pipe
479	65 mm HDPE Pipe
480	Distribution
481	65 mm HDPE Pipe
482	50 mm HDPE Pipe
483	32 mm HDPE Pipe
484	20 mm HDPE Pipe
485	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.
486	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.
487	Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
488	Elbow 15 mm dia.
489	Reducer Socket 20x15 mm dia.
490	Nipple 15 mm dia.
491	Plain Socket 15 mm dia.
492	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.
493	Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
494	65 mm dia Full way valve
495	50 mm dia and weight not less than 1.5 Kg.
496	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.
497	15 dia and weight not less than 400 Gm
498	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
499	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.
500	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

Also Visit

Tenders

Jharkhand Tenders

Construction Tenders

Water Storage and Supply Tenders

Water Supply Project Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Panki Cluster No. - 25 Under Drinking Water And Sanitation Division, Medininagar For The Year 2022-23., Palamau-Jharkhand

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Panki Cluster No. - 25 Under Drinking Water And Sanitation Division, Medininagar For The Year 2022-23., Palamau-Jharkhand

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us