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Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Tarhasi (Cluster : 15) Under Drinking Water And Sanitation Division, Medininagarfor The Year 2022-23, palamau-Jharkhand

Drinking Water And Sanitation Department has published Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Tarhasi (Cluster : 15) Under Drinking Water And Sanitation Division, Medininagarfor The Year 2022-23. Submission Date for this Tender is 03-04-2023. Water Supply Project Tenders in palamau Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

37014782
Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Tarhasi (Cluster : 15) Under Drinking Water And Sanitation Division, Medininagarfor The Year 2022-23
Open Tender
Indian
Jharkhand
palamau
03-04-2023

Tender Details

Implementation Of Cluster Wise Single Village Water Supply Schemes Under Jal Jeevan Mission Block - Tarhasi ( Cluster : 15 ) Under Drinking Water And Sanitation Division, Medininagarfor The Year 2022-23

Key Value

Document Fees
INR 10000 /-
EMD
INR 939000.0 /-
Tender Value
INR 9.38 Crore /-

BOQ Items

Name of Work : BOQ forImplementation of Cluster wise Single Village Water Supply Schemes under Jal Jeevan Mission Block - Tarhasi (Cluster : 15) under Drinking Water and Sanitation Division, Medininagarfor the year 2022-23.
Sl. No. Item Description
1MODEL-1AWITHOUT SOURCE (No. of schemes - 5)
2Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
3Designing, 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.
4SPV 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.
5i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
6ii) 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.
7iii) 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.
8iv) The module mounting structure should be hot dip galvanized according to IS 4759.
9v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
10vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
11vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
12viii) 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.
13ix) 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.
14x) The motor pump set should have a 5 years warranty.
15xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
16xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
17xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
18xiv) With third party inspection before dispatch.
19xv) Fitting, fixing & mounting on water tank steel structure.
20xvi) 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.
21The following details should be marked indelibly on the motor pump set
22a) Name of the Manufacturer or Distinctive Logo.
23b) Model Number.
24c) Serial Number.
25Solar submersible motor pump (SPV DC Type)
26i) 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)
27Carrying 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.
28Supplying 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.
29Provision of solar night lamp.
30Construction RCC Foundation for Steel structurestaging& Solar panel
31Earth 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)
32Providing 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)
33Providing 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
34Providing 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
35Providing 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
37Footing
38Vertical Pedestal
39Tie Beam
40(b)Foundation for Solar panel
41Footing
42Vertical Pedestal
43Providing 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.
4410 mm Dia
4512 mm Dia
46Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
47Cement10KM lead
48Steel10KM lead
49Sand 36KM lead
50Stone chips11KM lead
51Bricks 06KM lead
52Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
53Providing 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.
54Providing 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.
55Materials and labour for vinyl painting of matter given by department in different color
56Installation of 2000 liters Capacity Water Storage Tank
57Providing 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
58Transportation Charge
59Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
60Making hole in Tank
61Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
62Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
63Earth 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.
64Dismantling 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.
65Providing 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.
66Rising Main
67Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
6865mm 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
6950 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
70Distribution Main
71Providing 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.
7263 mm HDPE Pipe
7350 mm HDPE Pipe
7432 mm HDPE Pipe-
7520 mm HDPE Pipe-
76Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality (screwed end).
7765 mm dia
7850 mm dia .
79Providing 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.
80Lowering, 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.
81For Rising
8265 mm HDPE Pipe
8350 mm HDPE Pipe
84For Distribution
8565 mm HDPE Pipe
8650 mm HDPE Pipe
8732 mm HDPE Pipe
8820 mm HDPE Pipe
8915 mm Dia GI Pipe
90Supplying 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.
91Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
92Elbow 15 mm dia.
93Reducer Socket 20x15 mm dia.
94Nipple 15 mm dia.
95Plain Socket 15 mm dia.
96Supplying 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.
97Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
9865 mm dia Full way valve
9950 mm dia and weight not less than 1.5 Kg.
100Providing 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.
10115 dia and weight not less than 400 Gm
102Constructing 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.
103Full way valve chamber
104Supplying 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.
105Providing 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.
106Earth 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.
107Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
108Carriage 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.
109Cement Lead 10 Km (avg.)
110Sand Lead 36 Km (avg.)
111Stone Chips Lead 11 Km (avg.)
112Steel ReinforCement Lead 10 Km (avg.)
113Bricks Lead 06 Km (avg.)
114Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
115O & M Cost for 1st year
116O & M Cost for 2nd year
117O & M cost for 3rd Year
118O & M cost for 4th Year
119O & M cost for 5th Year
120Provision of one no SIM card & its recharging cost for RMC
121MODEL-1AWITH SOURCE (Drilled T/W 125/115 dia mm, 60M deep) (No. of schemes - 8)
122Tube Well
123Drilling Portion
124Construction 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
127Providing 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.
128Supplying 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
129Supplying 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.
130Supplying 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)
131Civil Portion
132Supplying 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.
133Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
134Supplying 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.
135Supplying 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.
136Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
137Add 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.
138COST OF MATERIALS
139cost 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.
140Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
141Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
142Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
143Designing, 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.
144SPV 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.
145i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
146ii) 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.
147iii) 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.
148iv) The module mounting structure should be hot dip galvanized according to IS 4759.
149v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
150vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
151vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
152viii) 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.
153ix) 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.
154x) The motor pump set should have a 5 years warranty.
155xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
156xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
157xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
158xiv) With third party inspection before dispatch.
159xv) Fitting, fixing & mounting on water tank steel structure.
160xvi) 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.
161The following details should be marked indelibly on the motor pump set
162a) Name of the Manufacturer or Distinctive Logo.
163b) Model Number.
164c) Serial Number.
165Solar submersible motor pump (SPV DC Type)
166i) 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)
167Carrying 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.
168Supplying 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.
169Provision of solar night lamp.
170Construction RCC Foundation for Steel structurestaging& Solar panel
171Earth 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)
172Providing 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)
173Providing 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
174Providing 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
175Providing 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
177Footing
178Vertical Pedestal
179Tie Beam
180(b)Foundation for Solar panel
181Footing
182Vertical Pedestal
183Providing 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.
18410 mm Dia
18512 mm Dia
186Carriage of construction materials to work site including loading, unloading & stacking etc. all complete.
187Cement10KM lead
188Steel10KM lead
189Stone chips 11KM lead
190Sand36KM lead
191Bricks 06KM lead
192Construction ofgalvanized tubular Steel structure staging for (4.5m) HDPE water storage Tank& Solar Panel.
193Providing 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.
194Providing 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.
195Materials and labour for vinyl painting of matter given by department in different color
196Installation of 2000 liters Capacity Water Storage Tank
197Providing 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
198Transportation Charge
199Lifting of 2000 Litrs Capacity Tank up to 4.5m height with lifting tools with rope and labour
200Making hole in Tank
201Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
202Rising and Distribution Network with House Connection up to 10 Nos. including Platform & Stand post
203Earth 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.
204Dismantling 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.
205Providing 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.
206Rising Main
207Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
20865mm 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
20950 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
210Distribution Main
211Providing 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.
21263 mm HDPE Pipe
21350 mm HDPE Pipe
21432 mm HDPE Pipe-
21520 mm HDPE Pipe-
216Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
21765 mm dia
21850 mm dia .
219Providing 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.
220Lowering, 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.
221For Rising
22265 mm HDPE Pipe
22350 mm HDPE Pipe
224For Distribution
22565 mm HDPE Pipe
22650 mm HDPE Pipe
22732 mm HDPE Pipe
22820 mm HDPE Pipe
22915 mm Dia GI Pipe
230Supplying 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.
231Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
232Elbow 15 mm dia.
233Reducer Socket 20x15 mm dia.
234Nipple 15 mm dia.
235Plain Socket 15 mm dia.
236Supplying 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.
237Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
23865 mm dia Full way valve
23950 mm dia and weight not less than 1.5 Kg.
240Providing 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.
24115 dia and weight not less than 400 Gm
242Constructing 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.
243Full way valve chamber
244Supplying 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.
245Providing 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.
246Earth 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.
247Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
248Carriage 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.
249Cement Lead 10 Km (avg.)
250Sand Lead 36 Km (avg.)
251Stone Chips Lead 11 Km (avg.)
252Steel ReinforCement Lead 10 Km (avg.)
253Bricks Lead 06 Km (avg.)
254Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
255O & M Cost for 1st year
256O & M Cost for 2nd year
257O & M cost for 3rd Year
258O & M cost for 4th Year
259O & M cost for 5th Year
260Provision of one no SIM card & its recharging cost for RMC
261MODEL-1B WITH SOURCE (Drilled T/W 125/115dia mm, 60M Deep) (No. of schemes - 21)
262Tube Well
263Drilling Portion
264Construction 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
267Providing 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.
268Supplying 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
269Supplying 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.
270Supplying 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)
271Civil Portion
272Supplying 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.
273Supplying all tools, Labour for fitting and fixing deep well cylinder with necessary connecting rod all complete job as per specification & direction of E/I.
274Supplying 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.
275Supplying 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.
276Supplying all materials labour and equipment for constructing PCC (1:2:4) drain as per UNICEF Design etc. all complete .Including carriage of materials.
277Add 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.
278COST OF MATERIALS
279cost 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.
280Cost of 32 mm dia GI pipe (Medium) 3 Mtrs long screwed at both ends with seamless socket as per IS:1239(Part 1990).
281Cost of 125 mm dia blue UPVC Casing Pipe as per I.S.12818/2016 CML no.- 5543459
282RCC Foundation for Steel structurestaging& Solar panel
283Earth 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)
284Providing 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
285Providing 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
286Providing 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
287Providing 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
289Footing and Vertical Pedestal Raft
290Column
291Tie Beam
292(b)Foundation for Solar panel
293Footing
294Vertical Pedestal
295Providing 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
297Carriage 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.
298Cement Lead 10 Km (avg.)
299Sand Lead 36 Km (avg.)
300Stone Chips Lead 11 Km (avg.)
301Steel Reinforcement Lead 10 Km (avg.)
302Bricks Lead 06 Km (avg.)
303Galvanized tubular Steel structure staging forHDPE water storage Tank& Solar Panel
304Providing 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.
305HARDWARE (L.S.)
306Information board for IEC
307Providing 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
308Installation of 5000 liters Capacity Water Storage Tank
309Providing 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
310Transportation Charge
311Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
312Making hole in Tank
313Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
314Rising and Distribution Network with House Connection up to 20 Nos. including Platform & Stand post
315Earth 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.
316Dismantling 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
317Providing 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
318Rising Main
319Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
32065mm 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
32150 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
322Distribution
323Providing 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.
32463 mm HDPE Pipe
32550 mm HDPE Pipe
32632 mm HDPE Pipe
32720 mm HDPE Pipe
328Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
32965 mm dia
33050mm dia
331Providing 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.
332Lowering, 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.
333For Rising
33450 mm HDPE Pipe
33565 mm HDPE Pipe
336Distribution
33765 mm HDPE Pipe
33850 mm HDPE Pipe
33932 mm HDPE Pipe
34020 mm HDPE Pipe
341Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
342Supplying 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.
343Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
344Elbow 15 mm dia.
345Reducer Socket 20x15 mm dia.
346Nipple 15 mm dia.
347Plain Socket 15 mm dia.
348Supplying 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.
349Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
35065 mm dia Full way valve
35150 mm dia and weight not less than 1.5 Kg.
352Providing 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.
35315 dia and weight not less than 400 Gm
354Constructing 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
355Supplying 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.
356Providing 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
357Earth 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.
358Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
359Carriage 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.
360Cement Lead 10 Km (avg.)
361Sand Lead 36 Km (avg.)
362Stone Chips Lead 11 Km (avg.)
363Steel ReinforCement Lead 10 Km (avg.)
364Bricks Lead 06 Km (avg.)
365Solar Photovoltaic (SPV) Solar Submersible D.C. Water Motor Pump
366Designing, 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.
367SPV 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.
368i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
369ii) 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.
370iii) 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.
371iv) The module mounting structure should be hot dip galvanized according to IS 4759.
372v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
373vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
374vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
375viii) 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.
376ix) 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.
377x) The motor pump set should have a 5 years warranty.
378xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
379xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
380xiii) The system should be as per MNRE guide line & Eco-friendly with suitable arrangement to operate new pump manually.
381xiv) With third party inspection before dispatch.
382xv) 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.
383The following details should be marked indelibly on the motor pump set
384a) Name of the Manufacturer or Distinctive Logo.
385b) Model Number.
386c) Serial Number.
387Solar submersible motor pump (SPV DC Type)
388i) 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)
389Carrying 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.
390Supplying 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)
391Provision of solar night lamp.
392Galvanised Chain-line mess Fencing around Solar Panel where bore well is away from tower
393Making 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.
394Providing 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.
395Labour 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.
396Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I.
397Labour 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.
398Supplying, 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.
399Supplying, 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.
400Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm
401Cost of 50 x 50 x 6 mm M.S angle
402Carriage 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.
403Cement Lead 10 Km (avg.)
404Sand Lead 36 Km (avg.)
405Stone Chips Lead 11 Km (avg.)
406Steel ReinforCement Lead 10 Km (avg.)
407Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
408O & M Cost for 1st year (Excluding Repair Charges)
409O & M Cost for 2nd year with Annual Repair Charges
410O & M cost for 3rd Year
411O & M cost for 4th Year
412O & M cost for 5th Year
413Provision of one no SIM card & its recharging cost for RMC
414MODEL- 02 (8000 LITRE 8 METER STAGING) (No. of schemes - 53)
415Construction of 125 mm x 115 mm x 90.0 M deep Drilled Tube Well
416Supplying all materials, labour and tools and equipment for drilling 125 x 115 mm dia bore well in any kinds of soil and rocks by using D.T.H. super rig machine and ball hammer technology including all technology inclusive of mobilization, demobilization of rigs air compressor all accessories of rigs tools and plant labour etc. all complete job including transportation charge cost of flushing charge, geographical investigation etc. all complete
417(a) 0.00m Up to 30.00m depth below G.L. In Rural Areas
418(b) 30.000m Up to 120.00m depth beyond . In Rural Areas
419Basic rate of 125mmdia Blue UPVC Casingpipe Confirming to I.S.I . latest revision IS(12818)/2016
420Supplying 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 revision all complete job with taxesas per specification and direction of E/I.
421Supplying labour cement and calcium chloride or bentonite solution and equipment’s for grouting Casing pipe
422Supplying 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.
423Supplying laboursand equipment’s including 125 mm dia G.I. Cap & fittingand fixing over thecasing pipe of bore well properly and taking it out as per direction of E/I.
424Supplyingmaterials and labours for constructing bore well chamber of 75 B designation brick masonry chamber 600 mm x 450 mm and 750 mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600 mm x 475 mm RCC cover with earth work in excavation and 75 mm thick PCC (1:3:6) in foundation and refilling all complete as per specification and direction of E/I.
4252 H.P. D.C. SolarMotor Pump Complete Set
426Designing, 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.
427SPV 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.
428i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
429ii) 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.
430iii) 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.
431iv) The module mounting structure should be hot dip galvanized according to IS 4759.
432v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
433vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
434vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
435viii) 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.
436ix) 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.
437x) The motor pump set should have a 5 years warranty.
438xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
439xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
440xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
441xiv) With third party inspection before dispatch.
442xv) 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.
443The following details should be marked indelibly on the motor pump set
444a) Name of the Manufacturer or Distinctive Logo.
445b) Model Number.
446c) Serial Number.
447Solar submersible motor pump (SPV DC Type)
448i) 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)
449Provision of solar night lamp.
4508000 Litre CapacityR.C.C. Water Tank (2.1 x 2.1 x 2.1 m Internal size) with 8 M staging having Utility Room at Ground Level
451Earth 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.
452Providing 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.
453Providing 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.)
454Providing 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)
455G.L to above roof of Utility Room
456Column Utility Room, Roof Beam to Tank beam M-25
457Column Tank Beam to Tank Roof M-25
458Providing 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)
459Bracing
460Beam of Tank Floor
461Providing 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
462Tank Floor Roof M-30
463Tank Roof Top M-25
464Providing 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).
465Providing 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.
466Filling 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).
467Providing 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.
468Providing 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.
469Providing 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.
470Providing 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.
471Providing 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.
472Supplying, 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.
473Providing 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.
474Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 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.
475Providing 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.
476Providing 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.
477Providing 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.
478Providing 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.
479Providing 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.
480Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
481Providing 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.
482Extra 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.
483Providing 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.
484Providing 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.
485Providing 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.
486Carriage 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.
487Cement Lead 10 Km (avg.)
488Sand Lead 36 Km (avg.)
489Stone Chips Lead 11 Km (avg.)
490Steel ReinforCement Lead 10 Km (avg.)
491Bricks Lead 06 Km (avg.)
492Distribution Network & House Connection20 -40 Nos. including Platform & Stand post
493Earth 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.
494Dismantling 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.
495Providing 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.
496Rising Main
497Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
49865mm 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
49950 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
500Distribution
501Providing 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
50263 mm HDPE Pipe
50350 mm HDPE Pipe
50432 mm HDPE Pipe
50520 mm HDPE Pipe
506Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
50765 mm dia.
50850 mm dia.
509Providing 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
510Lowering, 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.
511For Rising
51265 mm HDPE Pipe
51350 mm HDPE Pipe
514Distribution
51565 mm HDPE Pipe
51650 mm HDPE Pipe
51732 mm HDPE Pipe
51820 mm HDPE Pipe
519Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
520Supplying 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.
521Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
522Elbow 15 mm dia.
523Reducer Socket 20x15 mm dia.
524Nipple 15 mm dia.
525Plain Socket 15 mm dia.
526Supplying 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.
527Providing 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.
52815 dia and weight not less than 400 Gm
529Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
53065 mm dia Full way valve
53150 mm dia and weight not less than 1.5 Kg
532Constructing 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
533Providing 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
534Supplying 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.
535Earth 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.
536Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
537Carriage 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.
538Cement Lead 10 Km (avg.)
539Sand Lead 36 Km (avg.)
540Stone Chips Lead 11 Km (avg.)
541Steel ReinforCement Lead 10 Km (avg.)
542Bricks Lead 06 Km (avg.)
543Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
544O & M Cost for 1st year (Excluding Repair Charges)
545O & M Cost for 2nd year with Annual Repair Charges
546O & M cost for 3rd Year
547O & M cost for 4th Year
548O & M cost for 5th Year
549Provision of one no SIM card & its recharging cost for RMC (01 SIM Each Year)
550MODEL- 04 (16000 Litre 12 M Staging) (No. of schemes - 2)
551Construction of 200 mm x 165 mm x 120.00 M deep high yield Drilled Tube well
552HYDT : 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.
553(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas
554(b) Above 50.00 m depth. In Rural Areas
555Supplying 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.
556Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job.
557Supplyingmaterials 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.
5582 H.P. D.C. SolarMotor Pump Complete Set
559Designing, 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.
560SPV 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.
561i) The SPV modules should be as per IEC-61215 and IEC 61730 part 1.0)
562ii) 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.
563iii) 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.
564iv) The module mounting structure should be hot dip galvanized according to IS 4759.
565v) To enhance the performance of SPV water pumping system & arrangement for seasonal tilt angle Adjustment should be provided
566vi) Necessary arrangement should be provided in controller automatic start-run-stop through out the day with water level detection system. (As per MNRE Specification)
567vii) Necessary protection such as lightening arrestor etc. should be provided to protect the controller & SPV
568viii) 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.
569ix) 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.
570x) The motor pump set should have a 5 years warranty.
571xi) Control panel suitable for motor pump with arrangement of dry run & over flow protection sensor, float switch & rain prevention box. (As per MNRE Specification)
572xii) The SPV controller must have IP-65 protection or must be housed in cabinet having at least IP-65 protection.
573xiii) The system should be as per MNRE guide line & Ecofriendly with suitable arrangement to operate new pump manually.
574xiv) With third party inspection before dispatch.
575xv) 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.
576The following details should be marked indelibly on the motor pump set
577a) Name of the Manufacturer or Distinctive Logo.
578b) Model Number.
579c) Serial Number.
580Solar submersible motor pump (SPV DC Type)
581i) 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)
582Provision of solar night lamp.
58316000 Litre CapacityR.C.C. Water Tank (2.7 x 2.7 x 2m Internal size) with 12 M staging havingUtility Room at Ground Level
584Earth 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.
585Providing 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.
586Providing 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.)
587Providing 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)
588Column from G.L to roof beam of Utility Room
589Column from Roof Beam to 2nd Bracing beam of Utility Room
590Column from 2nd Bracing Beam to 3rd Bracing beam
591Column from 3rd Bracing beam to Tank Base
592Providing 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)
593Bracing
594Beam of Tank Floor
595Providing 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
596Tank Floor Roof
597Tank Roof Top
598Providing 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).
599Providing 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.
600Filling 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).
601Providing 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.
602Providing 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.
603Providing 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.
604Providing 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.
605Providing 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.
606Supplying, 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.
607Providing 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.
608Supplying, fitting and fixing 20 gauge G.C.I sheet gate fitted on M.S angle frame of size60*60*6 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.
609Providing 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.
610Providing 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.
611Providing 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.
612Providing 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.
613Providing 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.
614Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
615Providing 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.
616Extra 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.
617Providing 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.
618Providing 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.
619Providing 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.
620Carriage 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.
621Cement Lead 10 Km (avg.)
622Sand Lead 36 Km (avg.)
623Stone Chips Lead 11 Km (avg.)
624Steel ReinforCement Lead 10 Km (avg.)
625Bricks Lead 06 Km (avg.)
626Distribution Network & House Connection60 - 80 Nos. including Platform & Stand post
627Earth 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.
628Dismantling 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.
629Providing 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.
630Rising Main
631Manufacture, supply and Delivery offollowing Nominal dia UPVC column pipes including PVC socket (Coupler),
63265 mm 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
63380 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
634Distribution
635Providing 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
63663 mm HDPE Pipe
63750 mm HDPE Pipe
63832 mm HDPE Pipe
63920 mm HDPE Pipe
640Providing and fixing Gun Metal Gate valvewith C I wheel of approved quality(screwed end).
64180 mm dia.
64265 mm dia.
643Providing 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
644Lowering, 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.
645For Rising
64680 mm HDPE Pipe
64763 mm HDPE Pipe
648Distribution
64963 mm HDPE Pipe
65050 mm HDPE Pipe
65132 mm HDPE Pipe
65220 mm HDPE Pipe
653Providing 15 mm dia. G.I. pipe Tata or equivalent make as per IS 1239 (Part 1/2004) ISI Mark /medium quality in Stand Post.
654Supplying 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.
655Supplying and fixing G.I. fittings of approved make all complete as per specification and direction of E/I.
656Elbow 15 mm dia.
657Reducer Socket 20x15 mm dia.
658Nipple 15 mm dia.
659Plain Socket 15 mm dia.
660Supplying 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.
661Providing 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.
66215 dia and weight not less than 400 Gm
663Providing and fixing Gun Metal full way valve of approved quality, all complete, as per specification and direction of E/I.
66432 mm dia and weight not less than 700 gms
66565 mm dia Full way valve
66650 mm dia and weight not less than 1.5 Kg
667Constructing 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
668Providing 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
669Supplying 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.
670Earth 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.
671Providing fitting & fixing 32 mm to 50 mm service HDPE saddleall complete job, as per approved design, specification and direction of E/I.
672Carriage 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.
673Cement Lead 10 Km (avg.)
674Sand Lead 36 Km (avg.)
675Stone Chips Lead 11 Km (avg.)
676Steel ReinforCement Lead 10 Km (avg.)
677Bricks Lead 06 Km (avg.)
678Galvanised chain link mess Fencing around Solar Panel where bore well is away from tower
679Making 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.
680Providing 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.
681Labour 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.
682Drilling 6 mm dia holes in M.S Angle iron for fixing of stables etc.as per building specification and direction of E/I.
683Labour 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.
684Supplying,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.
685Supplying,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.
686Cost 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
687Cost of 50 x 50 x 6 mm M.S. angle
688Carriage 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.
689Cement Lead 10 Km (avg.)
690Sand Lead 36 Km (avg.)
691Stone Chips Lead 11 Km (avg.)
692Steel ReinforCement Lead 10 Km (avg.)
693Annual Operation & Maintenance cost based on Existing D/T Well with solarmotor pump for 5 years
694O & M Cost for 1st year (Excluding Repair Charges)
695O & M Cost for 2nd year with Annual Repair Charges
696O & M cost for 3rd Year
697O & M cost for 4th Year
698O & M cost for 5th Year
699Provision of one no SIM card & its recharging cost for RMC
700Add 18% GST
701Add 1% Labour Cess
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