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| 1 | 1. Sinking of Deep Tube well 150mm/100mmdiaLabour 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. (a) For depth upto 250 metre for 100 mm dia. Tube well with top enlargement of 200 mm dia.(upto 50 metre).(i) First 50 metre |
| 2 | (ii) Next 50 metre |
| 3 | Supplying G.I. pipe strainer with brass net & jacketted of approved quality. (Heavy Type)(iii) 80 mm dia. |
| 4 | Supplying, fitting and fixing heavy type bell mouth reducing socket. (ii) 75 mm X 150 mm |
| 5 | Supplying, fitting and fixing G.I. cap at top (i) 100 mm |
| 6 | 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. |
| 7 | 7.(A) Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe ofof TATA make (heavy quality) as per standard specification, 5 mm thick. (i)100 mm dia. (internal) |
| 8 | 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 all tools and plants and scaffolding as required. |
| 9 | Supply of 2 HP single phase submersible pump motor set having following specificationQ= 2cum/hr , H = 122 mtr ( makeKSB/ PLUGA/ any other make) |
| 10 | Suppying & fitting 2.5 Sqm. 1.1 kv GD 3 core PVC flat copper submersible cable ( make finolex/ havels/ polycab/ mescab) |
| 11 | Supply and fixing 25 mm dia G.I. pipe (TATA) for cable protection |
| 12 | Supply and fixing 25 mm dia elbow (ISI) for cable protection |
| 13 | Supply and fixing 25 mm dia union (ISI) for cable protection |
| 14 | Supply of submersible pump controler single phase 2 HP 230 V, 50HZ starter having relay range 13-22 Amp ( make L & T/ BH/ABB/any other approved make) |
| 15 | Supply & fixing 40 mm dia GI column pipe (Make-TATA-M) 10 ft long both side thread including Heavy type socket. |
| 16 | Supply & fixing M.S. tube well cover for 100 mm dia housing having proper holes for insertions of column, assembly, cable as per direction of EIC |
| 17 | a) Supply & delivery 100mm dia G.I. pipe (non TATA) |
| 18 | b) Supply & delivery 40mm dia G.I. Bend Heavy Duty |
| 19 | c) Supply & delivery 40 mm G.I. Union Heavy Duty(I.S.I. app.) |
| 20 | d) Supply 7 delivery15 mm dia x 4\" long G.I. Nipple (I.S.I. app.) |
| 21 | (g) Supplying, fitting and fixingbib cock/ stop cock (e) PTMT( Polytetra Bib cock /Stop cock( Prayag or equivalent) 15mm |
| 22 | supply of GI pipes of TATA make including necessary sockets i) 100 mm dia i) medium quality |
| 23 | supply of high density poly-ethylene pipe conforming to IS 4984-1985 ( Dia) (PE- 63) B 10 kg/Sq.cm ( working pressure ) 25 mm |
| 24 | (Page-1, It.No.-2)Earth work in excavationof foundation trenches or Drain in all sorts of soils ……….including removing spreading or stacking the spoils with in a leadetc.A) ( Depth not exceeding 1.50 m) |
| 25 | (Page-2, It.No.-4)Earhtwork in Filling in foundation or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc layer by layer complete . B)Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation of water ,ramming complete…………….etc, A)with earth obtained from excavation of foundation. |
| 26 | By carried earth |
| 27 | (Page-14, It.No.-1)Single brick flat soling of picked jhama brick including rammingand dressing bed to proper level and filling joints with powdered earth or local sand . |
| 28 | (Page-34, It.No.-22)Cement concrete (1:3:6) with 30m down graded shingles excluding shuttering |
| 29 | (Page-26, It.No.-10Ordinary cement concrete(mis 1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any , in ground floor as per relevant IS codes ii) River Bazree |
| 30 | (Page-43, It.No.-40Reinforcement for reinforced concrete work in all sorts of structure including dist. Bars,stirrups………drawing and direction of E.I.C. |
| 31 | (Page-15, It.No.-8 Brick workwith1stclass bricks in cement mortar (6:1) |
| 32 | (Page-31, It.No.-29)125mm th brick work with 1st class bricks in cement mortar (1:4) in ground floor |
| 33 | (Page-76, It.No.-10.i)M.S. or W.I. Ornamental grillof approved design joints continiously welded with M.S. ,W.I. flat and bars wo windows railing etc fitted and fixed with necessary screws etc. unit wt. 10-16kgs/ sqm |
| 34 | (Page-42, It.No.-36Hire and labour charge for providing shuttering work with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness with required bracing ……….…………etc complete, a) 25mm to 30mm thick wooden shuttering as per decision and derection of E.I.C. |
| 35 | (Page-189, It.No.-1)Plaster (to wall , floor, celling ) with sand and cement Mortar including off or chamfering corner, c)With 15mm thick Cement plaster (6:1) |
| 36 | (Page-192, It.No.-15)Neat cement punningabout 1.50 mm thick in wall,dado,window sill etc. |
| 37 | (Page-48, It.No.-6Artificial stone in floor,dado,staircase etc with cement concrete(1:2:4) with stone chips,laid in panels as directed with topping made with ordinary or white cement (as necessary)………………………etc ii) 25 mm thick |
| 38 | (Page-200, It.No.-1(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 39 | (Page-197, It.No.-15.Applying decorative cement based paints of approved quality after preparing the surface including scraping the some thoroughly ( plastered or concrete surface ) as per manufracture\"s specification (iii) SINGLE COAT |
| 40 | Providing and fixing ofConcretesign boardas per MORD specification and drawing . Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron |
| 41 | Add 18% GST |
| 42 | Cost for child friendly Design & Drawing (Bala model) |
