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| 1 | Labour for boring tube will of required dia by water jet System through any type of soil strata including hire & labour charges for boring pipe , scaffolding , tools & plants as necessary and taking out them and lowering pipes ,strainers , blind pipe etc. & filling and fixing the same complete including bucket washing and other incidental works in this connection . The Tube Well shouldhave an maximum 50 mm. gap in between the out side of the tube well and the bore.A) For the depth upto 150 m. For 50 mm. dia Tube-well with top enlargement of 100 mm. diai) 100 mm.dia boring |
| 2 | ii) 50 mm. dia boring |
| 3 | Supply of PVC pipes and fittings Schedule 80 ( medium duty ) conforming to ASTMD-1785 and threaded to match with GI Pipes as per IS : 1239 ( Part-1 )a) 100 mm dia |
| 4 | b) 50 mm dia |
| 5 | Supplying high density polythene stainer of approved make with adapter conforming to I.S. specification. 50 mm dia.)50 mm dia |
| 6 | S/F/F steel cutter piece up to 450 mm long with socket. 50 mm dia. |
| 7 | Supplying and installation of K.S.B. Sub-mersiable pump includingconnecting cablepanel etc. all completei ) 1.00H.P. capacity ( Single phase ) |
| 8 | Supplying, fitting and fixing PVC insulated & sheathed Flexible three core flat cables of area 2.5 mm sqm as per stranded & bunched Type A of IS 5831/1984 & Sheathing to IS 8130/1984 for higher flexibility. are used to connect underwater as per ST I Type of IS 5831/1984. |
| 9 | Supplying , fitting and fixing Single PhasingVOLTAGE SENSING PREVENTER & AUTO START UNITSubmersible pump control panel (1/2 H.P. TO 2.0 H.P.range ) of L & T brand of an influential electronic circuit which keeps three stage worked electrical machines from single stage cut off, stage succession inversion and lopsided voltage. |
| 10 | Supplying , fitting and fixing G.I. cap at top. |
| 11 | S/F/F check valve ( vertical ) G.M. tested to 21 kg. per sq.cm./40 mm |
| 12 | Supply of PVC pipes and fittings Schedule 80 ( medium duty ) conforming to ASTMD-1785 and threaded to match with GI Pipes as per IS : 1239 ( Part-1 )a) 100 mm dia |
| 13 | Washing and developing tube well with air compressor pump and engine for 8 ( eight ) hours continuouspumping per day with necessary arrangements for testing the yield in gallons per hour with V-notch includinghire and labour charges for all tools and plants and scaffolding as required complete in all respect. |
| 14 | Packing the annular space between the outside of the tubewell pepes and strainers and bore with pea size washedgravels of approved quality having size from 2 mm. to 5 mm. the size approved by E.I.C. including costof materials labours & equipment complete |
| 15 | SupplyingP.V.C. water storage tank of approved quality with closed top with lid ( Black )– Multilayera ) 1000 litre capacity |
| 16 | Labour for hoisting plastic water storage tank. |
| 17 | Labour for punching hole in P.V.C. water storage tank upto 50 mm. dia. |
| 18 | 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 a) 15 mm dia |
| 19 | b) 20 mm dia |
| 20 | c) 25 mm dia |
| 21 | Supplying fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg. per sqm. ( for water line only ) a) 25 mm dia |
| 22 | Supplying fitting and fixing alloy iron with brass spindle bib cock of approved brand and make , spray painted and tested to 21 kg. per sqm.cm. |
| 23 | Earth work in excavation of foundation trenches etc. 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, leveling, dressing and ramming the bottom properly including bailing /pumping out water from the bed, as required & directed by the Engineer-in-charge,complete with depth of excavation not exceeding 1.50 m. |
| 24 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powered earth or local sand, as per direction of Engineer-in-Charge. |
| 25 | Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction of Engineer-in-charge, complete.In 6:3:1 proportion.Cement Concrete with graded stone ballast (40 mm size) excluding shuttering etc. as per direction of Engineer-in-charge, complete.In 6:3:1 proportion. |
| 26 | Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete, including the cost of supply of silver sand (Payment to be made on measurements of finished quantity) |
| 27 | Brick work with 1st class bricks in cement mortar (6:1) in Foundation and Plinth |
| 28 | 25mm thick damp proof course with cement concrete (1:1.5:3)with graded stone ….... Bitumen and cost and cariage of all materias complete |
| 29 | Brick work with 1st class bricks in cement mortar (6:1) in Supersturcture |
| 30 | 125 mm thick Brick work with 1st class brick in Cement Mortar (4:1). inGround Floor |
| 31 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shutteringand reinforcement if any, in ground floor as per relevant IS codes. / RajMahal |
| 32 | Reinforcement for reinforced concretework in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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. Tor / Mild Steel.Engieer-in-Charge. JSW / Shyam / SRMB |
| 33 | Hire and Labour Charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracings for concrete slabs, beams, columns, lintels, curved or straight including fitting, fixing and striking out after completion of works. Using 25 mm to 30 mm thick wooden shuttering as per direction of EIC, complete.(B) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. a) 25mm to 30 thick wooden shuttering as per E.I.C |
| 34 | Plaster ( to wall, floor , ceiling etc. ) with sand cement mortar including Rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, including threading nosing and drip Course where necessary. a ) 10 mm thick plaster in sand cement morter (1:4) to out side wall |
| 35 | b ) 15 mm thick plaster in sand cement morter (1:6) to out side wall |
| 36 | Supplying, fitting fixing of 1st quality Ceramic tiles of any size having mat finish in walls and floors including borders to match with the existing work, set in sand cement mortar (4:1) including backing concrete (1:2:4) & 4 nos of key stones (10 mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide of required to match colour of tiles (a) Floor |
| 37 | B) Wall |
| 38 | Applying decorative cement based paint of approved quality including cleaning the surface including scraping the same thorougly ( plastered or concrete surface ) as per manufacturer\"s specification. |
| 39 | Providing and ereting direction and place identification retro-refectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting , 2mm thick with area not exceeding 0.9 sqm suported on a mild steel single angle iron post 75x75x6mm firmly fixed ............................................................... M15 grade cement concrete 45x45x60cm below grund level as per approved drawing and clause 801 of Specifications for Roads & Brridge works of Morth & H ( 5th Revision) |
| 40 | Sub Total |
| 41 | GST 18% |
| 42 | CESS 1% |
