Drinking Water Facility At Barua Para Activity Id 109836561/25-26- 1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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.Depth of excavation not exceeding 1,500 mm. 2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)With earth obtained from excavation of foundation. 3 Cement concrete with 30 mm down graded shingles excluding shuttering.N. B. Variety.In ground floor and foundation. 4 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. 5 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 intersection, complete as per drawing and direction.For works in foundation, basement and upto roof of ground floor / upto 4m. 6 Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)Above 30 mm & upto 37 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. 7 Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concreteor cement grout as directed. 8 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof.For structural members of specified sections weighing less than 22.5 Kg./m 9 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. 10 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 11 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) 12 Labour for boring through any type of soil for sinking tube well of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre).First 50 metre metre 13 Supplying brass-strainer with brass socket of approved make. (Heavy type)100 mm dia. 14 Supplying, fitting and fixing heavy type bell mouth reducing socket.100 mm X 150 mm 15 Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. 16 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. 17 Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. 18 Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe of TATA make (heavy quality) as per standard specification, 5 mm thick.100 mm dia. (internal) 19 Supplying, fitting and fixing G.I. pipes of TATA make 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) 20 Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting 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.)15 mm dia. medium quality 21 Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting 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.)25 mm dia. medium quality 22 Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting 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.)32 mm dia. medium quality 23 Supplying, fitting and fixing push cock of heavy quality and of approved make and brand.Cast iron with brass spindle 15 MM 24 Labour for hoisting plastic water storage tank.Above 1500 litre upto 5000 litre capacity.Upto 1st story from G.L. 25 Labour for hoisting plastic water storage tank.Above 1500 litre upto 5000 litre capacity.Extra for each additional story 26 Labour for punching hole in plastic water storage tank upto 50 mm dia. 27 Supplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm. 50 mm dia. 28 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer2000 litre capacity 29 Laying Rising main, delivery main, Over flow, wash out pipe line with supplying, fitting, &fixing PVC pipes of approved make (Medium duty) conforming to ASTMD -1785schedule -80 and threaded to match with G.I. pipes as per IS: 1239 (Part-I) with all necessary accessories, specials, viz socket, bend, tee, union, cross, elbow, nipple, longs crew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps ,including cutting pipes, making threads , fitting , fixing etc. 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 to feed the water nearest to houses at least one habitation to get water through stand post and complete the all works as per drawing & direction of the E.I.C. (Suggested brand :- Supreme / Oriplast / Long last).32 mm dia HDPE 30 Supply, delivery & installation of 1000 watt peak capacity Solar Photovoltaic array panels ( Amrut Energy /Philips / Tatamake ) along with 1 H.P. capacity Solar Photovoltaic AC submersible pumpset (designed to use with Solar Power) in the New/existing bore-well /Tube well of approved brand (Amrut Energy / Philips / Proxy Pumpmake ) having discharge capacitynot less than 1000 Ltrs /hour at 40 Mtrs. head including supply of all necessary materials viz. required dia. column pipes etc. as specified of approved quality,labour etc. with all allied works as per direction of site In charge/ Engineer 31 Supply, Installation, tesing & lowering of 1 HP oil solar submersible pump motor set complete having suitable dischage as per yeld test of well. Submerisble cable of 30mtr 3 core 2.5 sqmm that cable (Finolex) with MOC bar chart (KSB make Pump) and necessary control panel and starter as per manufacturar specifications. 32 Installation of Solar photovoltaic array Amrut EnergyPanels on the structure as per standard & approved drawing which will grouted either ground based by construction of foundation concrete or integrated with the staging steel structure of water tank. The Solar Panels will then be connected to the Pump Controller which in turn will be connected to the pump as well as the level indicator of the water tank. 33 Extra carrying charges for transportation of all materials related with the above work at working site by any means or by manual labour time to time including head load due to inaccessibility of site if required with specific prior permission from the EIC 34 Supply of Iron removal and water softening plant of capacity 1 M3/hr .) :Multi Graded Filter , Activate carbon Filter , SOFTENER (i) Vessel FRP 13 54 - 2 nos .ii) MPV 25 NB / Top mounted - 2 nos iii) Distribution System -ABS 3 Set iv) Media :- a) T/S Screened and , Gravels , Silex Activated carbon - 1 lot . c) ION EXCHANGE REXIN 100 ltr v) Pressure gauge:- Dial type . 01 nos 35 GST 18% 36 CESS 1 % 37 Add Contingencies