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| 1 | S&PPAGE NO. 49, ITEM 1(d)Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.(d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.(ii) 100 mm dia. boring etc. top enlargementBoring |
| 2 | S&PPAGE NO. 3, ITEM 2(ix)Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.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 with two coats of painting on G.I. pipes and specials with bituminous paint 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.Payment for painting will be made seperately)(ix) 100 mm dia. medium qualityIn boring |
| 3 | S&PPAGE NO. 52, ITEM 6Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.(ii) 100 mm dia.At end of boring |
| 4 | S&PPAGE NO. 53, ITEM 10(ii)Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (ii) 50 mmIn Boring |
| 5 | S&PPAGE NO. 53, ITEM 12(vi)SupplyingSupplying, fitting and fixing chech valve (vertical) G.M. tested to 21 kg per sq. cm.For Boring |
| 6 | S&PPAGE NO. 56, ITEM 27Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality.on Wall |
| 7 | S&PPAGE NO. 102, ITEM 1Washing 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 all tools and plants and scaffoldingas required.In boring |
| 8 | S&PPAGE NO. 124, ITEM 55Packing 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-inchargeincluding cost of all materials labour and equipment complete. |
| 9 | S&PPAGE NO. 37, ITEM 06Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (b) 1000 litre capacity ONE TANK |
| 10 | S&PPAGE NO. 12, ITEM 19(I)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 willbe made seperately) (a) For Exposed WorkPVC Pipes 25 mmOn wall &other supply |
| 11 | S&PPAGE NO. 06, ITEM 7Supplying, fitting and fixing bib cock or stop cock. (e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) |
| 12 | Vol I, Page 1, Item 2 Earthwork in excavation of foundation tranches 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, bailling out water as required complete.(a)Depth of excavation not exceeding 1500 mm. |
| 13 | Vol I, Page 3, Item 5Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.) |
| 14 | Vol I, Page 35, Item 2Cement Concrete with 30 mm down graded Shingles excluding shuttering (a) 1:3:6 proportion.FOR PCC |
| 15 | Vol I, Page 1, Item 5Ordinary 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. (ii ) River Bazree |
| 16 | Page 42, Item 36Hire 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge |
| 17 | Vol I, Page 100, Item 2AM.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approvedmake and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire charges of all toolsand plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. i) For roof truss works a) Span up to 12 MtrSuper Structure |
| 18 | Vol I, Page 100, Item 2Welding by gas / electric plant including transportation of welding plant at site including cutting, forging & drilling to required shape. |
| 19 | Electrical item1 PV ModuleSupplying, fixing, commissioning and testing solor Photo Voltaic Module 250Wp, 40V on existing iron frame structure each 156mm Monocrystalline Silicon solar cells laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3mm tempered glass. connforming to IEC 61215(revised) specifications or equivalent Nationalor International Standards . The power output of the module(s) under STC should be a minimum of 250 W. The operating voltage corresponding to the power output mentioned above should be 56 V. Theopen circuit voltage of the PV modules under STC should be at least 57.0 Volts. The terminal box IP 65 Protection level on the module shouldhave a provision for opening for replacing module.(TATA BP make) |
| 20 | Electrical itemPump Controller Unit (PCU) Supplying, fixing, commissioning and testing pump controller unitconsisting with PCU Switching elements MOSFET Type of Charger PWM with MPPT technology Input from PV 800V max to 370V DC, 1 to 1.5HP, single Phase with protection Short circuit, Deep discharge, Inputsurge Voltage, over current, Battery reverse Polarity, Solar array reverse polarity Dielectric strength1.1 KV between input/output and ground with EMI protections removed. Cooling Forced with temperature sensitive fanoperation Ambient temperature 50 degree Celsius (Max) Operating Humidity 95% maximum Assembly/Mounting as per normal industrial practice Finish Epoxy Power Costing\" Cable Entry from rear, preferably 200 mm above ground level all system parameters shall be displayed System parameters LCD display such as battery voltage, output (load) voltage, load current etc (Kriloskar/Sukam/Exide) make |
| 21 | Electrical itemSuppy and Fixing round 2 core 4sqmm PVC multi core FR wire for array connecting. |
| 22 | Supplying and laying 13 mm X 3 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) |
| 23 | Providing and fixing of lightning conductor finial, made of 25 mm dia 300mm long, copper tube, having single prong at top, with 85 mm dia 3mm thick copper base plate including holes etc. complete as required. |
| 24 | Supply, Installation, tesing & lowering of 1 HP capacity photovoitatic 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. |
| 25 | Providing & fixing Concrete Sign Board as per IRCspecification 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.) |
| 26 | Add GST (18%) |
| 27 | Add LWC(1%) |
