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| 1 | Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling (Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling. |
| 2 | Drilling by Reverse Rotary method of drilling using9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 \" dia. and 17.5\" dia. Rock Roller Bits/ Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required includingcost of fuels and lubricants etc. as required for drilling. |
| 3 | Note:1)Rate only for pilot drilling will be @ 50%. of item rate.2)Ratefor reaming by 12 1/4 \" dia. bit will be @ 14% of item rate.3)Ratefor reaming by 15 \" dia. bit will be @ 16% of item rate.4)Ratefor reaming by 17.5 \" dia. bit will be @ 20% of item rate. |
| 4 | (a) from 6 to 60 Mtr. |
| 5 | b) from 60 mtr to 90 mtr. |
| 6 | c) from 90 mtr to 120 mtr. |
| 7 | d) from 120 mtr to 126 mtr. |
| 8 | Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc. |
| 9 | Cost of Consumables for drilling rigs and machineries. |
| 10 | Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine)all complete includingTo & Fro Transportation cost and Cost of fuels, lubricants & Labour etc. |
| 11 | Water sample collection and chemical test including Arsenic Test. |
| 12 | Transportation cost of drilling equipmentand accessories rig machine etc. including cost of fuel,Lubricant & loading unloadingthe materials from store/stack yard /suppliers godown and unloading /stacking the same at site.(Upto 60.0 km distance) |
| 13 | Supply and delivery of UPVC pipe (CM) conforming to IS 12818:2010. (CIPET Certified) |
| 14 | 200 mm dia. |
| 15 | 150 mm dia. |
| 16 | Supply and delivery of UPVCMedium Well Screen (RMS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified) |
| 17 | 150 mm dia. |
| 18 | Supply and delivery at site ofUPVCReducer |
| 19 | 200mmx 150 mm dia. |
| 20 | Supply and delivery at site of UPVC end Cap |
| 21 | 200 mm dia. |
| 22 | 150 mm dia. |
| 23 | Supply and delivery of M.S. Housing clamp 200 mm dia. |
| 24 | Supply and delivery of M.S .Centre guide (Special Type). |
| 25 | Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967. |
| 26 | Supply and delivery of Bentonite Powder conforming to IS 6186 : 1986. |
| 27 | Electro-logging charge. |
| 28 | Electrical Resistivity Test at site including labour and machinary charges |
| 29 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone) 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. |
| 30 | a) Depth of excavation not exceeding 1.5 mtr. |
| 31 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 32 | Supplying and laying Polythene Sheet (150gm/sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 33 | Cement concrete with 30 mm down graded shingles excluding shuttering in ground floor.(a) 1:3:6 proportion ( N.B. Variety) |
| 34 | 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 groundfloor) (i)25mm to 30mm without staging in foundation |
| 35 | ii) With 25mm.to 30 mm. thick planks. |
| 36 | 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. |
| 37 | a) River bazree in Gr. Floor. |
| 38 | Tor steel reinforcement (for reinforced cement concrete work) including distribution bars,stirrups, binders etc.,including cost of bars, initial straightening and removal of loose rust if necy. cutting to requisite length, hooking & bending to correct shape,placing in proper position andbinding with 16G. black annealed wire at every intersection complete as per drawing & direction. |
| 39 | a) For work in foundation,basement and upto roof of ground floor/upto 4M. |
| 40 | Brick work with 1st class bricks in cement mortar (1:4) |
| 41 | (a) In foundation & plinth |
| 42 | 125 mm thick brick work with 1st class brick in cement morter(1:4). |
| 43 | Plaster(to wall,floor,ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface,including throading, nosing and drip course where necessary |
| 44 | (b )With (4:1) cement morter, 15.mm thick plaster |
| 45 | Neat cement punning about 1.5mm thick in wall,dado,window sills,floor,drain,etc. |
| 46 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 47 | Priming one coat of timber,plastered or on steel or other metal surface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 48 | 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: |
| 49 | (a) On timber or plastered surface: With other than hi-gloss of approved quality- Two coats ( with any shade except white) |
| 50 | (b) On steel or other metal surface: With other than hi-gloss of approved quality- Two coats ( with any shade except white) |
| 51 | Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as \"C\" clips, R.B.T clips etc.) |
| 52 | 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-incharge 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.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 53 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. |
| 54 | Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidated the same by throuhg saturation with water ramming complete inlcuidng the cost of supply of sand. (b) Do- by fine sand |
| 55 | Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete. (Rate excludes thecost of concrete platform & drain and the cost of Blower Room). For more than 50 cum/hr twin unitof equal size in parllel shall be adopted. |
| 56 | 30 Cum/Hr. |
| 57 | Construction of Pump House (5400mm x 3600mm x 3300mm height) with toilet (2100mm x 1350mm) sanitary and plumbing arrangement along with verandah (3000mm x 1500mm) having plinth height 600mm. Two numbers door, two numbers window fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. and one number door is PVC moulded shutter for toilet. One number Orissa pattern WC (580mm x 440mm) including P or S trap. Three numbers MS or WI ornamental grill fitted at toilet. Construction of Septic Tank for 10 users, inspection chamber, soak well as per PWD schedule & drawing. fitting, fixing 10 liter PVC low down cistern and all necessary fittings, towel rail (25mm dia x 450mm long). Supplying, fitting and fixing 500 litres capacity PVC water storage tank, Plumbing with 25mm and 15mm dia PVC pipe and necessary fittings. MS ornamental grill for window opening, providing 8 nos RCC ventilator in room, 150mm dia GI pipe for lifting arrangement of Pumping machinary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing. (Any deviation in plingh height as per site, an additional rate @ Rs.4063.00 per 50 mm height will be add or deduct as per approved departmental analysed rate.) |
| 58 | Construction of Blower Room (3600mm x 3000mm x 3300mm height) having plinth height 600 mm. One number door (1200mm x 2100mm), two numbers window (900mm x 1200mm) fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. fitted with all necessary fitting such as clamp, butt hinges, iron bolt, socket bolt, D-type handle, door ring etc. MS ornamental grill for window opening, providing 6 nos RCC ventilator in room for arrenging of necessary blower mationary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing. (Any deviation in plingh height as per site condition, an additional rate @ Rs.1689.00 per 50mm height will be add or deduct as per approved departmental analysed rate.) |
| 59 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation ofdequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. storeN.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. |
| 60 | 100 mm dia |
| 61 | 150 mm dia |
| 62 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 63 | 100 mm dia |
| 64 | 150 mm dia |
| 65 | Making flange joint to DI/CI pipes, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for |
| 66 | 80 mm dia |
| 67 | 100 mm dia |
| 68 | 150 mm dia |
| 69 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 70 | 80 mm.dia.to 125mm.dia pipe |
| 71 | Supply & delivery atfollowing nominal sizes and classes CIDF sluice valve in terms with IS 14846-2000, inside screw non rising, stern, flanges faced and drilled as per IS 1538-1993, spindle/ stern with SSAISI410 as per IS 6603-1972, body, bonnet, wedge, stuffing box gland thrust plate, cap inconformity with IS 210-1978, with an amendments order IS specification as stated.(Upadhaya/Kirlosker / kejriwal /IVP/L & T/VAG/M & P) Make class-PN 1.0 with Cap. |
| 72 | 80 mm dia |
| 73 | 100 mm dia |
| 74 | 150 mm dia |
| 75 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials. (a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 76 | 80 mm diato150 mm dia |
| 77 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.for laying all dia pipe line |
| 78 | Up to 150 mm thick. |
| 79 | Above 150 mm thick. |
| 80 | Bituminouspucca road (approx.450 mm depth ) cutting byusing gati, chiel, hammer etc. and picking upthe withdrawingexcavated materials and remove the same within distance of 30 mtr. at least all complete for fixingcrossing all dia of pipe line as per direction of EIC. |
| 81 | Laying of CIDF /D.I Pipes with specials,valves etc. in trenches including excavation in all sorts of soil, moorum, soft rock and refilling the trenches after laying & jointing of pipes etc. all complete as per specification and direction of EIC. |
| 82 | 100 mm dia |
| 83 | 150 mm dia |
| 84 | Fitting, fixing duckfoot bend including construction of cement concrete (4:2:1) base with stone chips of approved grade & quality & including excavation of earth etc. complete in all respect. |
| 85 | 150 mm dia(Base Size 200mm x 200mm x350 mm deep) |
| 86 | Supply the following materials for interconnection of existing distribution lines asper departmental drawing. (A) C.I.D.F. pipes & specials as per I.S.7181 - 1986 with letest revision.(i)80mm dia, 100 mm dia,150 mm dia |
| 87 | Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPEspecials (excluding cost of CIDF valves) including labour charges forearth work in excavation in any kind of soil including mixed soil withboulder,road sub-grade and aits flank but excluding moorum laterite orsand stone / hard rock cutting with chisel required including cutting roadflank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type ofcable line by the agency at the time of execution necessary damagecharge as applicable by the respective authority will have to be brone bythe agency at his own cost)upto the depth (av.) so as tomaintain 1.10m.earth cushion from top of the pipe upto G.L. including loadingunloading carrying lowering laying fitting fixing carefully pipes, valves andspecials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by buttwelding/ adopting suitable method (But weld jointing with help ofhydraulic tack and trimming machines, Hitter etc. for reaching atnecessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventionalmethod in future. Laying of pipeline including fittings and specials but excluding cost of valve. For HDPE |
| 88 | 90 mm OD |
| 89 | 110 mm OD |
| 90 | 160 mm OD |
| 91 | Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC (a) Above 40 km upto 50 km |
| 92 | Supplying fitting and fixing G.I Pipes of TATA make with all necessary accessories specials viz socket bend tee union cross elbo nipple longs crew reducing socket reducing tee short piece etc. fitted with holder bats clamps including cutting piped 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 center line measurment of total pipe line including all specials . No separate payment will be made for accessories specials. Payment for painting will be made seperately). |
| 93 | 15 mm dia medium quality |
| 94 | 80 mm dia medium quality |
| 95 | Submission of complete detailed drawing of distribution system,rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies. |
| 96 | Add. @ 18% GST |
| 97 | Add. @ 1% CESS |
