WBWRIDDEEAM/BANeNIT46/CS/25-26

WUA:-Campaigning in the command area of Mini RLI Sub Project by coomunity workers for Mass awarenesss,Capacity Building to achieve sustainability of Sub projects.Cost include wage payment to community workers,Transport ,Leaflet etc.

Meeting Cost for WUA formation ,cost including Refreshment,training materials,transport local conveyance,wage payment to communityworker,remuneration to resource person and incidental charges

Registration cost for WUA under suitable act (Society)deed writingincluding registration charge ,conveyance cost &opening of Bank A/C etc.

Lively plan/Micro plan formulation cost for minor irrigation scheme,cost including refreshment training materials ,transport local conveyance ,wage paymentto community worker,remuneration to resource person and incidental charge(rate on meeting)

Meeting and Onsite demonstration for operation & maintenance of one Mini RLI water management and mode of collection of water tax,Building of Corpus fund

IEC Materials (Leaflet,poster,notebook)=8 meetings, for SL -2 and SL-4

Documentation Cost for activities of WUA Scheme-by still photography,report booklet etc in both hard and soft copy

Impact study & monitoring of scheme by site visit of 2 Community workers during 3 Years period

MATERIALS:-Rigid P.V.C. pipes with one loose coupler for every 6.0 mtr. Length and solvent cement accordingly to technical specification as per I.S.No. 4985/2000 with latest amendments and duly I.S.I. certification marked & CIPET tested. 140 mm.dia Class-I (0.25 MPA)

110 mm.dia Class-I (0.25 MPA)

110 mm.dia Class-II (0.40 MPA)

200 mm.dia Class-I (0.25 MPA)

Rigid P.V.C. Accessories of Class-II (0.4 MPA) according to Technical specification as per relevant IS Code with latest amendment & duly I.S.I. certification marked & CIPET tested. 140 mm.dia F.T.P. with Metallic flange

110 mm.dia F.T.P. with Metallic flange

200 mm.dia F.T.P. with Metallic flange

140 mm.dia 900 Bend

110 mm.dia 900 Bend

110 mm.dia 600 Bend

140X 110 mm.dia Reducer

200 X 140 mm.dia Reducer

140 mm.dia Equal Tee

110 mm.dia Equal Tee

140 mm.dia Extra Coupler

110 mm.dia Extra Coupler

140 mm.dia End Cap, Class - III

110 mm.dia End Cap, Class - III

200 mm.dia Extra Coupler

Solvent cement conforming to I.S. No. 14128/94 with latest amendments, Medium Bodies.

Rubber Insertion I.S. 638/79 with latest amendment sheet 5 mm. 2 Ply. ( for raised surface of Flange as per IS-6392) 150 mm.dia (Table-17)

150 mm.dia (Table-5)

100 mm.dia (Table-17)

200 mm.dia (Table-11)

100 mm.dia Foot Valve Lather Washer

M.S./G.I. Accessories: - 150 mm. dia I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve .

100 mm dia C.I. Sluice Valve I.S.I. 14846/2000 Amd No. 1&2 mark and specification PN- 1.6 sluice valve .

150 mm dia G.I. ERW Pipe with flange as per IS 1239 (Part-I)/2004 & 6392/1971, table 17 specification

Ф100 mm NTP /Alfa-Alfa Valve as per technical specification

100X80mm M.S. flanged reducer

M.S Foundation Bolt for Pump motor sets (1.1kg each)

M.S Foundation Bolt for distribution chamber (1.1kg each)

H-150 (NB) 90 degree GI M.S Bend , one end Welded with 150 (NB) flange other end welded with 150 (NB) X 200 (NB) Expander with flange

Tripod Sets of pipes for MINI RLI

Nuts & Bolts IS: 1363 (Part 1 & 3) /1992 of Product Grade-C. M-20 X 80 mm

Compresed Asbestos fibre jointing for Tripod Set (for raised surface of Flange as per IS-6392/71) 300 mm.dia (Table-5)

WATER TRANSMISSION ARRANGEMENT Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.For foundation blocks of Tripod & Spout Chamber.

Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete .

Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge b) 140 mm dia

c) 200 mm dia

c) 110 mm dia

Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.)

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity)

Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.

Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity .

Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity .

Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steelI. SAIL/ TATA/RINL ( i)For foundation Blocks of Water Distribution System

Brick work in cement mortar (1 : 6) with first bricks a) In foundation and plinth.

12.5 cm. thick 1st class brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete a) Spout chamber drains walls

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding/staging where necessary (ground floor) excluding cost of chipping over concrete surface (i) With 1:6 cement mortar (c) 15 mm thick plaster

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.

Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. (i) 150 mm. dia. MS ERW pipe.

Labour charges for fitting, fixing (150 x 140) mm dia M S reducer with 110 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 110 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc. complete.

Fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge. (i)(a) 150 mm dia sluice valve.

(i)(b) a) 100 mm dia sluice valve.

Erection, fitting, fixing of set of M S/G.I Tripod inlet and outlet pipe fittings for MDTW / MINI RLI Scheme.(Rate inclusive of transportation from departmental store to work site).

Labour charges for fitting, fixing 110 mm. Dia. Alfa-Alfa valve with 110mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.

Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Mini RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC.

Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge. iii) for Mini RLI

Carriage charge 4% ( excluding earthwork, Filling, excavation)

Solar Module: Supply , transport , installątion and commissioning of ISI marked Solar Modules as per following specification: 1. Cell: Indigenous mono crystalline silicon SPV cells 2. Solar Module: Monocrystalline cell with PERC technology / module with bifacial cell. 3. Standards: 1st marked as per IS 14286 and having certification of IEC 61853(1), 61730(1&2), 61710 4.ModuIes must qualify to lS 170210 (Part 1) 5.Min. Efficiency: 19.5%. 6. Fill factor: More than 75% . 7. Module wattage mismatch in the SPV array: within -t3% 8. Wattage output warranty:ShouId not be less than 90% at the end of 10 years and 80'X at the end of 25 years. 9.The power output of individual PV modules used in the PV array, under STC: minimum 300 Wp. Necessary test certificates also to be supplied d)For 5 HP Off-grid / On-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 5400-5800 Wp.

Module Mounting Structure ( For1 HP, 2HP, 3HP, SHP and 10 HP Solar WaterPumping System): Supply , transportation & installation of G.I manual tracking / Fixed structure made of MS hollow sections, pipes, plates, angles etc as per IS:4923, IS:1161/1239, IS:1079/2062, to hold min 300 Wp SPV Module as per drawing and technical specification. The steel structure is to be protected with minimum 80 micron gaIvanisation(hot dip) and provided with fixed arrangement or dual axis manual tracking arrangement for three times in a day and seasonal tilting to face the sun optimally. The approximate weight of the Module Mounting Structure given in Clause no.5.1 should be followed.( 1 no. 6 module + 1 no. 4 module Fixed str.- 2 sets)

Foundation of Module Mounting Structure: Suitable and stable Reinforced Cement Concrete foundation for dual axis manual tracking SPV Module structure as per approved drawing. a) For 6 module structure

b) For 4 Module Structure

Power conditioning unit with IP54 enclosure : Supply , transport , installation and commissioning of Solar Power conditioning Unit consisting of following components and features: 1) Variable frequency Drive with Inbuilt MPPT, voltage range suitable for operating pump-motor set of 1HP to 20 HP, detail mentioned In cl.6.1 2) Power Input : DC source for 1HP, 2HP and 3HP. 3) Power input : AC / DC source or hybrid for SHP and above. 4) Incomer: DC MCB 2 Pole 16 amp upto 5 HP, 25 amp for 7.SHP and 10 HP, 40 amp for 15 to 20 HP as per IS/IEC 60947-2 5) Incomer: AC MCB 4 pole 16 amp for 5.0 HP, 25 amp for 7.5HP and 10 HP, 40 amp for IS to 20 HP ar per IS/IEC 60947-1 6) Type II DC SPD of 40 KA. 7) Type II AC SPD of 40 KA for AC/ DC or Hybrid Input. 8) Dual Input (solar/Grid) 25 amp changeover switch for SHP and 7.5 HP, 40 amp for 10 HP, 63 amp for 1S to 20 HP 9) Reverse protection diode 1600 VDC with heat sink. 10) Data Logger. 11) Remote menltoring system. 12) Should have built -In EMC filters . 13)IP 65 elands for cable In and out. 14) Min. IP 54 enclosure.For detail features, protections, RMS, Communication architecture, Security, Data storage, tolerance of various parameters, standards to be qualified, etc. d) For 5 HP capacity Pump-motor set with DC input

Cable and Accessories : Supplying, fitting and fixings of UV rated Copper Cable laid inside HDPE conduit and other accessories as per followings with necessary connection with the Solar PV Module, MPPT etc. i. 4.0 Sq mm single core multi studs - 5m(for 1HP/2HP/3HP) & 20m(for 5/7.5/10/15/17.5/20 HP) ii. Lugs, HDPE Pipe, Flexible Pipe, Saddle, Cable tie etc b) For 5 HP per Structure

Earthing: Earthing with S0 mm dia GI pipe 3.64 mm thlck x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dla x 80 mm long GI bolts, double nuts, double washers incl. S & F 1s mm dia GI pipe protection (1 Mts. long) to be filled with bltumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By lSl-Medium GI pipe Includlng excavation of soil for Installation of Earth Each Set Electrode and filling & ramming and connecting to individual structure to earth electrode including S&F 20 mm x 3 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments Incl. drilling holes, with bolts, nuts, washers etc.

Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of 8 swg on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages

Lighting System at Scheme: (with lighting Pole) : Dusk to dawn lighting arrangement of at 4 mts height above ground level, with Hot dip galvanised 80 mm x 50 mm , medium duty pipe, with 12 V, 15Ah 2-in-1 Lithium ion/ Ferro- Phosphate battery with in-built 7-11watt LED lamp , 50 Wp solar panel Set (min 19% Eff.) to cover the scheme area. The lighting system should be warranted for Syears from the date of installation.

Lightning protection (Pole mounted): Lightning protection with 3" X 1.5" G.I pipe of 6m + 1 m height with base flange In proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dla 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc. Earthing with 65 mm dia GI pipe (Medium) 3.0 Mts. longand 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long Each galvanized bolt, double nuts, double washers Including socketing at both ends of stranded GI (Hot Dip) wire by crimplng sockets/ thlmbles and S & F 65 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. including connection to earth electrodes with 25 X 6mm G.I strip. (Provision of one lightning protection for each scheme as per drawing)

Supply and installation of 3 phase AC electromotor pump-motor set with speed of 3000 r.p.m(synchronous speed) suitable for Solar applications and shall have 60 months guarantee for the following conditions Including loading, unloading, transportation etc.:- c) 5 HP ISI marked 3 phase 415 V Pump-Motor set having discharge at required head as below:- i) Monoblock Surface Pump-motor set as per IS: 9079 for mini ROI scheme with discharge of 13.8 Lps at 18 mts. total head with 100/80 mm dia. reinforced PVC suciion pipe (20m) and delivery pipe(10mts), foot valve, nipple, priming bend Cable Set and all other required accessories to complete connection of suction and delivery side .

Testing and commissioning of scheme after completion of all work

Comprehensive maintenance charges for 5 years (which cover monthly inspection,Yearly training to WUA, to attend breakdown within 3 days and to keep the scheme In operation without lapse of time) c) For 5 HP both for Submersible & Surface pump Note: Total comprehensive maintenance charge is to be withheld in addition to Securirty Deposit. Comprehensive maintenance charges will be released @ i) Rs 0.80 for 2 HP, ii) Rs.0.80 for 3 HP, iii) Rs.0.60 for 5 HP / 7.5/ 10 HP / 15HP / 17.SHP and 20 HP Submersible & Surface per Wp per year at the end of each maintenance period i.e.at the end of 1st year, 2nd year, 3rd year, 4th year& Sth year. In case the “Bidder” does not provide service during the warranty & comprehensive maintenance period, the amount so held up will be forfeited

Insurance @ 2% for Item No. 75,79,83 and 85 for a period of 5 years. Note:2 Ist year's Insurance charge is to be paid on production of Original Receipt of premium payment. Remaining 4 years Insurance payment is to be withheld which will be released during 2nd, 3rd , 4th & 5th year on production of Original Receipt of premium payment.

Supply fitting and fixing of Hot dip Galvanised ( min 80 micron) / Powder Coat painted Galvanised M.S Kiosk Box of 800(L) X 500(W) X 650(H) and total height with legs is 950mm(above ground)including foundation(as per drawing) for mounting of motor-pump set including transportation, for 5 HP surface pump

Remote monitoring for 5 years: Provision for remote monitoring for the pumps must be made in the pump controller through an integral arrangement having following basic functions: a. Controller must be assigned with a unique serial number and its live status must be observed remotely on online portal through login credentials. b. Live status must indicate whether controller is ON/ OFF. The parameters i.e. the water output, water flow rate, in fault condition, array input voltage/ current, power and motor frequency should at logged at an interval of 10 minutes c. Controller must have a back up to store the data locally ( at least for 1 year) supply & installation of GSM/GPRS based Data Transmitter or Modem and to provide remote monitoring service to transmit the parameters to central server from the solar pumping system with time stamp at user-defined interval and report generation at the buyer end. (Refer Technical Spec.)

Cleaning and washing of modules once In month with clear water to remove deposited dust and dirt on the module surface and keep the modules clean throughout the year. The activity to be performed for eight months in a year excluding four monsoon months. A log book should be maintained at the site for the said purpose.

Add GST @18% for the item No (50 to 91) on 1343583.38

cess 1% on for the item No (50 to 92) on 1585428.38

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