Zilla Parishad Tender

Supply of PVC pipes & fittings Schedule 40 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (A) PVC Pipe 80 mm dia

Supplying PVC strainer of approved make with adapter conforming to I S 12818 specifications (iii) 80 mm dia

Supplying, fitting and fixing PVC pipes for underground work of apoioved make of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to maich with Gl Pipes as per IS 1239 (Part -1), with ali necessary accessories, specials viz. socket, bend, lee, union, cross, elbo. nipple, longscrew, reducing socket, reducing tee, short piece etc fitted including cost of all materials jointing materials, cutting pipes, making threads culling trenches upto 1 5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials ) (A) PVC Column Pipes 40 mm dia

Houseing clamp of M.S. plate of 25 mm with and 20 mm thick with arms extended on both sides upto 0.30 Mtr length(each side) with two drill wholes on both sides for intention of total four nos MS nuts and bolts of 75 x 20 mm dia size with M.S. washers etc complete 80 mm dia

Supplying fitting & fixing MS well cap 80mm Cap

Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for ali tools and plants and scaffolding as required.

Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete

Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer 2000 litre capacity

Labour for punching hole in plastic water storage tank upto 50 mm dia.

Labour for hoisting plastic water storage tank.Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L.

Supplying, fitting and fixing PVC pipes of approved make of Schedule 80(medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories,specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (a) For Exposed Work PVC Pipes 15 mm dia

Do-Do-Do 25 mm dia

Do-Do-Do 40 mm dia

Do-Do-Do 50 mm dia

Supplying, fitting and fixing bib cock or stop cock. (a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand).

Chromium plated Stop Cock (Equivalent to Code No. 513(A) & 513(B) & Model - Tropical / Sumthing Special of ESSCO or similar

Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.).50 mm dia

Earth Work in excavation of foundation within a lead of 75m as directed The item includes necessary trimming the side of trenches,levelling dressing & ramming the bottom, bailing out water etc. as required complete.(a) Depth of excavation not exceeding 1500mm.

Filling in foundation or plinth by fine sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water.ramming complete including the cost ofsupply of sand.(payment to be made on measurement of finished quantity) Do- by Fine Sand

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 Proportion

Ordinary Cement concrete(mix 1:1.5:3)with graded stonechips(20mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes

Brick work with 1st Call Bricks with cement mortr (1:6) In foundation and Plinth

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in Gr Floor

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars,stirrups,binders etc initial straightening and removal of loose rustfif 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 intersection, complete as per drawing and direction.(a) For works in foundation.basement and upto roof of ground floor/upto 4 m

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

Plaster (to wall, floor, ceiling etc.) with composite mortar of sand, lime and cement including round off or chamfering corners as directed and raking out joints and roughening of concrete surface including throating, nosing and drip course where necessary (Ground floor). 15 mm thick plaster (1:6)

Do-Do-Do 10 mm thick plaster (1:4)

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) Premium 100% Acrylic Emulsion

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary On steel or other metal surface : With super gloss (hi-gloss) -(i) Two coat (white in shade)

Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrrle) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment. Light Colour

Supplying, fitting & fixing best quality digital printed Ceramic tiles in coloured decorative on walls and floors to match with the existing work & 4 nos. key stones (10mm) fixed with adhesive 4.5 mm thick at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With polymerised adhesive and epoxy grout pointing including spacer - 2mm (When tiles are laid over existing hard ready surface) all complete as per direction of Engineer-in-charge.

Solar Module: - Supply, Transport & Installation and Commissioning of MNRE , IEC approved Solar Module of multi Crystaline sale with mim efficiency of 15% & fill factor more than 70%, laminated between sheet of ethylene vinyl acetate (EVA) and high trasmissivity 3.2 mm tempered glass , framed in anodized Aluminiu, frame. The power out put of indivisual PV modules used in the PV array under STC should be minium of 300 watt peak , with adequate provision for measerment tolerances. Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equvalent national or international standrads. Modules must qualify to IEC 61730 part-I and part-2 for safety qualification testing and Salt Mist Corrosion Testing as per IEC 61701/IS 61701 and having warranty for out put wattage which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate also to be supplied for 1 HP off grid Solar water pumping system - 1200 WP with 300 WP SVP Panel

Module Mounting Structure :- Supply, Transport & Installation of weather proof manual tracking structure made of MS channels , angles and pipes etc duly IS marked channels and angles (IS 808) to hold SPV module with MS heavy duty pipes not less than 125 mm as per IS 1239 and plates of IS 226. Structure like Canopy supported with a RCC coloms is to be installed to limit land requirment with a hight of placement of panel for free humen movement and natural air colling will be happening to get the maxmimum efficiency from the modules. The structure to be designed considering all the possiable loads on the solar panles and on the structure it self including wind load with basic wind velocity 150 Km/hr . The steel structure of suitable size is to be protected with minium 80 micron galvinisation and provided with duel axis manual tracking arrangement rhree times in a day and seasonal tilting are to be provided to face of the sun optimally. The weight of the module mounting structure having 4 module structure of 320/325 WP panels should be less than 145 KG as per site requirment and directioin of EIC

Foundation of Modle Mounting Structure :- Suitable and stable Reinforce Cement Conctrete foundation for dual axis manual tracking SPV module structure as per 4 module structure having maxmium capacity of 1300 WP

Power Controlling Unit including MPPT, data logger and IP54 enclosure:- Supply , transport , installation and commmissioning of IP 54 protected enclosured Inverter Unit Qualifing IEC 61683- Efficency measurment and IEC 600682 - Enviornment Standard , safety standard suitable for1 phase A.C. motor , IGBT based high voltage switching inverter with MPPT technology , to take care of the variation of sun light and will be suitable mounted inside the metal incloser . Inverter should have protection against Dry run, over current , under current , Over Voltage , under voltage short circuit etc. System should be able to run at low sunshine and minium 7 to 8 hours a day run should be possiable during normal sunshine condition. Inverter should auto start for any short trip off due to low light/ cloudy situation except for dry run. Inverter should be provided with a disply to show the verios parameter by the user such as Voltage , current , solar panel DC voltage inverter IGBT temperature , out put ZC voltage , output frequency , pump flow (director calculated method), irradiation etc . The system should be capable to store the data at a set intervel and transfer it in a pendrive through USB port. It should also monitor and save total run time , total water pumped etc. The Controller must have AC-DC change over switch of current 25 Amps(Test certificate of VFD IEC and CE certificate should be submitted at the time of delivery) as per direction of EIC . For 1 HP Capacity Submirciable Motor Set

Supply and installation of 80 mm bore well 1 HP /0.75 KW Submirciable pump single phase 220 volt along with necessary accessories complete set suitable for solar operation including loading unloading transportation etc as per direction of EIC

Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level of TATA-Medium GI pipe

Lighting protection (Pole mounted ) Lighting protection with 3'' x 1.5'' G.I. pipe of 4 mts height with base flange in proper RCC foundation and S & F Lighting Conductor Air Terminal made of 20 mm dia 100 mm long GI pipe (ISI medium) having five discharge promngs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 standared GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at botom including necessary holes etc . Earthing with 65 mm dia GI pipe (medium) 3.0 Mtr long and 1 X 19/10 standared GI (Hot Dip) wire (4 mtr long) 20 mm dia x 125 mm long galvanised bolt, double nuts , double washer including sockting at both ends of standared GI (Hot Dip) wire by crimping socket/ thimbles and S & F 40 mm dia GI pipe (ISI- Medium) protection (3 Mtr long) to be filled with bitumen partly under the ground level and partly above the ground levet to an average depth of 3.65 Mtrs

Add 12% for GST

Add 1% for Cess