Tender For Phe/Swsd/Ee/Niet-20 Of 2022-23, Sl. No. 01
Tender Overview
Project Description
Laying Distribution System Along With Construction Of Pump Houses With Toilet, Boundary Walls At Tube Well Sites, Laying Of Rising Main, Providing Fhtc With Platform And Other Allied Works Under Jjm For Manjha Tea Garden Pwss Under Siliguri Sub Divn
BOQ
| Sl. No. | Item Description |
| 1 | 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 of adequate 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 includingcarriage 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. store.The Pipes, specials and valves, rubber gasket will be supplied deptt. free of cost. |
| 2 | 150mm dia |
| 3 | 100 mm dia. |
| 4 | MakingrubbergasketjointtoCI/DIpipesmaintainingproper 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 providinglubricantsofapprovedqualityanddirectionofEIC. (Rubber gasket will be supplied departmentally) |
| 5 | 150 mm dia |
| 6 | 100 mm dia. |
| 7 | Cutting DI pipe(all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfacvtion of EIC. |
| 8 | 80 mm dia to 125 mm dia |
| 9 | 150 mm dia to 200 mm dia. |
| 10 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate) |
| 11 | 150 mm dia |
| 12 | 100 mm dia. |
| 13 | 80 mm dia |
| 14 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor. |
| 15 | For CI/DI Pipes 150 mm dia |
| 16 | For CI/DI Pipes 100 mm dia |
| 17 | For HDPE Pipe 140 mm dia (OD) |
| 18 | For HDPE Pipe 125 mm dia (OD) |
| 19 | For HDPE Pipe 110 mm dia (OD) |
| 20 | For HDPE Pipe 90 mm dia (OD) |
| 21 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfectionofthesamepipelinebyflushingagainwith water containing bleaching powder resulting in residual chlorinenotlessthan 15mg/ltrs. after 24hrs. of such filling includinglaboratorytestingofwatersamplesobtainfrom the disinfested pipe line and disposal of water from the pipe line after completion of the work. (The rates including of cost ofrequisitewatertobearrangedbythecontractor). |
| 22 | For CI/DI Pipe (a) 150 mm dia. |
| 23 | For CI/DI Pipe (b) 100 mm dia. |
| 24 | For HDPE Pipe (a) 140 mm dia (OD) |
| 25 | For HDPE Pipe (b) 125 mm dia (OD) |
| 26 | For HDPE Pipe (c) 110 mm dia (OD) |
| 27 | For HDPE Pipe (d) 90 mm dia (OD) |
| 28 | 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 conventional method in future.A) Presssure Rating : PN 6 (ii) Laying of pipeliine including cost of pipe & fitting/specials but excluding cost of valve. |
| 29 | 140 mm diaOD |
| 30 | 125 mm dia OD |
| 31 | 110 mm dia (OD) |
| 32 | 90 mm dia (OD) |
| 33 | Construction of different dia Sluice valve chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawingwith25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over 150mm. thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3)coverslab100mm/150mmthickslabontopof chamberwith1%reinforcementin RCCcoverslabwith necessary opening for operation of valve all complete includingcostoflabour&materialsasperDepartmental Dwg. |
| 34 | 80 mm to 150 mm dia |
| 35 | Ordinary Cement Concrete M-20(mix 1:1.5:3) with graded stone chips (20mmdowm) exculding shuttering and reinforcement if any, in ground floor/ upto 4 m.(a) River Bazree |
| 36 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. i) River Bazree |
| 37 | Cement concrete with 30 mm down graded shingles excluding shuttering (A) 6:3:1 Proportion |
| 38 | Reinforcement for reinforced concrete work inall 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 16G black annealed wire at every inter section, complete as sper drawing and direction. i) For works in foundation,basement & upto roof of Ground floor/ upto 4m(i) Tor Steel/Mild Steel, Other thanTATA/SAIL/RINL. |
| 39 | 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) |
| 40 | a) 25 mm to 30 mm shuttering without staging in foundtion. |
| 41 | b) With 25 mm to 30 mm thick planks upto roof of ground floor. |
| 42 | Earth work in excavation of foundation trenches or drains or septic tank, soak well etc. in all sorts of soil (including mixed soil but excluding laterite or sand stone) including removing spreading or stacking the spoils with in a lead of 75 mtr. as directed. The item includes necessary trimming the sides of thetrenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth upto 1.5 m. |
| 43 | Earth work in filling of foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc. layer by layer complete.(a) With earth obtained from excavation of foundation. |
| 44 | Dismantling all type of plain cement concrete works,stackingserviceablematerialsofsiteandremoving rubbish as directed within a lead of 75 mtr. (a)Upto 150 mm thick. |
| 45 | Bituminouspuccaroad(approx.450mmdepth)cuttingby using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same withindistanceof30mtr.atleastallcompletefor fixing/crossing all dia of pipe line as per direction of EIC |
| 46 | M.S. Work in brackets made from flats, angles, tees etc. to sizes specially bent twisted, gorged, making holes drilling and fitted to rafter of trusses with necessary bolts, nuts, washers or screws etc. (length of straight not less than 230 mm). |
| 47 | 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 allaterials,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 |
| 48 | 80 mm dia medium quality |
| 49 | 100 mm dia medium quality |
| 50 | Supplying fitting and fixing G.I Pipes of I.S.I. 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).A) For Exposed Work. |
| 51 | 15 mm dia medium quality |
| 52 | 25 mm dia medium quality |
| 53 | 80 mm dia medium quality |
| 54 | 100 mm dia medium quality |
| 55 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 15 cm including watering and ramming etc. layer by layer complete. (i)With carriedearth arranged by the contractyor within a radius of 1 km. including cost osf carried earth. |
| 56 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material. (b) 50 mm thick interlocking designer concrete paver block M- 30 grade for non-traffic zone,buiding premises,garden,parks,domestic drive as per IS: 15658- 2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgrade preparation.) (ii) Coloured Decorative |
| 57 | Labour for horizontal boring under pucca road etc. for laying of G.I./C.I./D.I. Pipeline through horizontal boring including all labour tools and plants and all incidental charges comnplete as per direction of E.I.C.Upto 150 mm dia - 180 mm OD (UPVC/HDPE) |
| 58 | Providing FHTC from the existing CI/DI/uPVC/HDPE/GI/AC distrubition pipeline by installing 10mm NB Gun-metal Ferruleconforming to IS 2692:1989 with latest amendments on the saidpipeling with supply fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16) pipe ( average 15m length) with all necessary specials 1.0 metre below theground connecting the ferruleincluding cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer- in- charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia alloy iron BibCock (tested to 21 Kg/cm2)above 1.0 Mtr. from ground, an alloy Stop Cock of 15mm dia. with brass spindle (tested to 21 KG/Cm2)to be fitted in a position as directed by E.I.C . G.I pipe of TATA make (medium duty)of 2 metrelength with all necessary specials to continue from the end of the HDPE/PVC pipe and upto 1.0 m above ground within the premises of household.Note:1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD- 1785 and threaded to match with GI Pipes as per IS: 1239 (Part-I). 2.Rate is exclusive of supply and delivery of 10mm NB gun-metal Ferrule. |
| 59 | i) Upto 10 mtr. Length |
| 60 | ii) Above 10 mtr. Upto 20 mtr. Length. |
| 61 | Making Village road (average 3m width) crossing by horizontal auger boring for accomodation of layingof average 3 (three) nos. 15 mm dia GI pipes for FHTC or as per direction of E.I.C. |
| 62 | Dismantling all types of masonary excepting cement concrete palin or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m in ground floor including roof. |
| 63 | Collection of Household Details at prescribe Format Through Mobile App /Hard Copy including Geo- Reference as directed by EIC and Submission of the same to PHE Dte in soft Copy. |
| 64 | Single brick flat soling of picked jhama bricks including ramming & dressing bed to proper level & filling joints with powdered earth or local sand. |
| 65 | Brick work with 1st class bricks in cement morter (4:1) (a) InFoundation & plinth. |
| 66 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. As directed and consolidating same by thorough saturation with water ramming complete,including the cost of supply of sand ( Payment to be made on measurement of finished quantity) . |
| 67 | 125mm thick brick work with 1st class brick in cement morter(4:1) in ground floor. |
| 68 | 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. I)In Ground floor |
| 69 | (a) With (6:1) cement morter , 20.mm thick plaster |
| 70 | (b )With (4:1) cement morter, 15.mm thick plaster |
| 71 | (c )With (4:1) cement morter, 10.mm thick plaster |
| 72 | Neat cement punning about 1.5mm thick in wall,dado, window sills,floor,drain,etc. |
| 73 | Artificial stone in floor,dado staircase etc.with cement concrete (4;2;1) with stone chips. Laid in panels as directed with tooping made with ordinary or white cement (as necessary) and marble dust in proportion (2;1) including smooth finishing and rounding off corners and including application of cement slurry before flooring works, using cement @1.75.kg /sq.mall complete including all materials and labour. 3mm thick topping (High polishing grinding on this item is not permitted) with ordinary cement. |
| 74 | (i) 25mm thick. A) In Ground floor. |
| 75 | Wood work in door and window frame fitted and fixed complete including a protective coat of painting at the contact surface of the frame.( The quantum should be corrected upto three decimals) (a) Sal: Siliguri |
| 76 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint)including fitting and fixing the same in position but excluding the cost of hinge and other fittings. (In case of non-supply of single plank .penal rate of reduction of 20% will be made.) A)In ground floor. |
| 77 | (i) 40 mm. thick shutters with 19mm.thick panel. (a) Gamari. |
| 78 | Supplying solid flush type door of commercial quality, the timber frame consisting of top and bottom rail and side style of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide batens places both ways in order to make the door of sold core and internal lipping wih Garjan or similar wood verneers using phenol foraldehyde as glue etc. complete,including fitting, fixing shutters in position but excluding the cost of hinges and other fitting in ground floor.a)35mm hick shutters (single leaf) |
| 79 | PVC door shutter-30 mm thick :Supplying fitting&fixingdoor shutterof approved quality & shade in position, the style & rail of the P.V.C door shuter will be made of rigid P.V.c. multicavity hollow chamber of 59 mm x30 mm section with 2 mm (+/- 0.2 mm) wall thickness. Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S.galvanised tubular \"L\" shaped bracket 100 mm x200 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mmx 30 mm with 2.0 mm (+/-.02 mm) wall hickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at bith ends and screws from both sides s lock rail. The section frame will be fitted in by P.V.C. panels of 1.2 mm (+/-0.2mm) and 2 nos of 6 mm dia bright rod will be inserted horizontally wih both side check and nut system and stretches where fixed of hinges / hasp bolt/ tower bolt/ door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cos of all materials, labour, and hire of tools and plants. |
| 80 | Suppying, fitting, fixing M.S. clamp for fixing door and window frame made of flat bent bar, end bifurcated, fixed in cement concrete with stone chips (4:2:1) fitted and fixed complete as per direction.( Cost of cement concrete will be paid separately ). |
| 81 | (a) 40mm X 6mm250 mm length. |
| 82 | Iron but hinges of approved quality fitted and fixed with steel screws, with ISI mark. |
| 83 | (i) 75mm X 47mm X 1.12 mm |
| 84 | (ii) 100mm X 50mm X 1.90 mm |
| 85 | Iron hasp boltof approved quality fitted and fixed complete( oxidised ) with 16mm dia rod with centre bolt and round fitting. (a) 300mm long |
| 86 | M.S. or W.I. ornamental grill of approved design joints continuously welded with M.S., W.I. flats and bars for windows, railing etc fitted and fixed with necessary screws and lugs in ground floor(i) Grill weighing above10 kg. / sq.m. and upto 16 kg. / sq.m. |
| 87 | White washing including clearing and smoothening surface thoroughly(5 parts of stone lime and 1 part of shell lime should be used in the finishing coat). i) Three coats. |
| 88 | 125mm long buffer block ( Sal ) fitted & fixed with screws. |
| 89 | Iron socket boltof approved quality fitted and fixed complete. |
| 90 | (a) 100mm long X 10mm dia bolt |
| 91 | (b) 150mm long X 10mm dia bolt |
| 92 | Anodised aluminium D- type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230 / 72 )fitted and fixed complete:(a)With continuous plate base (hexagonal / round rod.) |
| 93 | (i) 150 mm grip x 10 mm dia rod |
| 94 | Suppying ,fitting fixing approved type vetilator in position after cutting holes in walls setting in cement mortar mending damages wall and olaster and two coats of paint of approved brand sand shade. |
| 95 | A) RCC ventilator of 20 mm thick , ( i) upto 0.10 sqm area. |
| 96 | Supplying, fitting and fixing of peets fullway valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only)( i ) 25 mm dia.. |
| 97 | Supplying ,fitting and fixing Alloy Iron with brass spindle stop cock /bib cock of approved make and brand spray painted andtested to 21kg. per sq. cm. (i) 15 mm dia. |
| 98 | Supplying ,fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S.specification with P.V.C. fitting complete,C.I.brackets including two coats of painting to bracket etc. |
| 99 | Supplying, fitting, fixing cast iron soil pipe only conforming to I.S.3989/1970 and I.S. 1729/1964 with bobbins,nails etc. including making holes in the wall,floor etc. and cutting trenches etc. in any floor through masonary concrete , if necessary and mending good damages with necessary jointing materials and painting two coats to the exposed surface with approved paint complete. (a) With valamoid joints including sealing the top with cement morter ( 4:1) upto quarter depth. |
| 100 | (i)100 mm. Dia. ( internal) |
| 101 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. (i) 75 mm dia |
| 102 | Supply fitting,fixing C.I. Speacials of down pipes in position with clamps,nails,etc. with jointing materials including cutting holes in masonary or concrete mending good damages complete.(a) C.I. Bend of down pipes(With door),75 mm dia. |
| 103 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia. (i) 900 mm long |
| 104 | Supplying,fitting & fixing of Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied,fittedand fixed in position complete excluding \"P\" or \"S\" trap (excluding cost of concrete for fixing.) |
| 105 | i)580 mmX 440 mm size |
| 106 | Supplying ,fitting ,fixing cast iron\"P\" or \"S\" trap conforming to I.S. 3989/1970 & 1729/1964 including lead colk joints & painting two coats to the exposed surface. (a)\"S\" trap 100mm dia.With A.S horn. |
| 107 | Supplying ,fitting ,fixing cast ironvent cowls conforming to I.S. 3989/1970fitted & fixed with necessary jointing materials painting two coats to the exposed surface. (i) 100.mm,dia. |
| 108 | Constructing Inspection Pit of inside measurement 600mm X 600mm X upto 600mm ( depth) with 250mm thick 1st class brick work (6:1) in cement morter on all sides , bottom of the pit consisting of 100 mm thick cement concrete (6:3:1) with jhamma khoa over a layer of jhamma brick flat soling, 12mm thick (4:1) cement plaster to inside walls and outside walls upto G.L. and 20mm thick (4:1) plaster to bottom of the pit, providing necessary invert with cement cocrete (4:2:1) with jhamma chips as per direction,neat cement finishing to entire internal surface,top of the pit covered with 100mm thick R.C.C slab (4:2:1) with stone chips and neccessary reinforcement (upto 1%) and shuttering including6mm thick cement plaster (4:1) in all external surfaces of the slab and one 560mm dia. R.C.C. manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earthwork in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respect. |
| 109 | Construction of Septic tank of different capacities as per approved drawing 1st class brick work in cement morter (4:1) including two 560mm dia. R.C.C.manhole cover of approved make supplied ,fitted and fixed in the top slab with necessary fittings, 19mm thick cement plaster (4:1) with neat cement finish to the internal surfaces,and 12mm. thick cement plaster (4:1) to outside wall upto 200mm. below G.L.floor finished with 25mm. thick grey artificial stone including supplying,fitting,and fixing all necessary speacials,fitting S.W.tees,C.I.foot rest etc.including excavating earth in all sorts of soil,shoring bailing and pumping out water as necessary,ramming,dressing the bed and refilling the sides of the tankwith earth,removing spoils,filling up the chamber with clear water,removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes,joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 5% by weight of cement,complete in all respect as per direction of Engineer-in-charge.For 10 users |
| 110 | Protective and decorative Acrylic exterior emulsion paint of approved quality as per manufacturers specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of materials,labour,scaffolding and all other incidental charges but excluding the cost of primer.Premium 100 % Acrylic emulsion. ( i) Twocoats.atGroundFloor. |
| 111 | Construction of Circular soak well 2.5 m. deep in all types of sandy soils with dry brick work upto 1.6m. from the bottom having 150mm. intermediate cement brick work ( 6:1) band all round and cement brick work ( 6:1) upto 0.90m. from top with 19mm thick cement plastering (4:1) to inside face upto the depth of cement brickwork,12mm. thick cement plaster (4:1) on outer face from top of the well upto G.L. and 6mm. thick cement plaster (4:1) on top of the R.C.C. cover slab including filling bottom 1.00m. of inside of the well with brick metal ( 50mm to 63mm. size) including R.C.C.cover slab of designed thickness with cement concrete (4:2:1) with stone chips with necessary re-inforcement and shuttering including one 560mm. dia. R.C.C. manhole cover of approved make supplied,fitted and fixed in the cover slab with necessary fittings,making necessary arrangements for pipe connections,excavation of well including shoring ,dewatering and removing the excess earth from the premises as per direction complete in all respect with all cost of labour and materials. |
| 112 | (a) With 250mm. Thick dry brickwork and 250mm. Thick cement brickwork (6:1) and 1.00 m. inside dia. |
| 113 | Priming one coat of timber,plasteredsurface with synthetic enamel / oil bound primer of approved quality including smoothening surface by sand papering etc. |
| 114 | Priming one coat on steel and other metalsurface with synthetic enamel/ oil bound primer of approved quality including smooth ening surfaces by sand papering etc. |
| 115 | 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: |
| 116 | (a) On steel or other metal surface.(i)Two coats (with any shade except white.) |
| 117 | (b) On timber or plastered surface. (i)Two coats (with any shade except white.) |
| 118 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (a) 500 litre capacity |
| 119 | a) Labour for hoisting plastic water storage tank.(i)Upto 1500 litre capacity.( at roof of 1st story) |
| 120 | b) Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 121 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 122 | Supplying 1.5 mm thick M.S. sheet fitted and fixed on one or both faces of M.S. / WI gate etc. with point etc. With point welding at not more than 150 mm apart compleye in all respect as per design including cost of labour and materials. |
| 123 | M.S. structural works in columns , beams etc. with simple rolled structural members (e.g. joists, angle,channelsection conforming to IS:226, IS:808 & SP (6) -1964 connected to pne another with bracket,gussets , cleats as per design, direction of EIC complete incld. fabrication with necessary bolting , metal arc welding conforming to IS:816-1956 & IS:1995 using electrodes of approved make and brand conforming to IS:814-1957, 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 incld. all incidental charges such as electricity charges , labour insurance charges etc. |
| 124 | I) For structural members of specified sections weighing less than 22.5 Kg./m II. For built up section / structural members of specified section weighing. ISA: 50x50x6 mm. ( i,e. 4.50 kg /M as per steel table) |
| 125 | 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.) |
| 126 | Drilling borehole by Rig machine with Odex-165 (Simultaneous driving of casing pipe) method of drilling through any kind of soil, boulder, rock etc. upto the required depth. This item includes the cost of hiring of Rig machine, Compressor, Supporting vehicle and other machinery & equipments with operators, drivers, laborers etc. Proportionate cost of drilling tools and accessories such as Hammer, Pilot bit, Reamer bit, Guide device, Guide sleeve etc. Cost of consumable materials like fuel & lubricants, electrode for welding, any other related equipment, materials and service etc.For 3 Nos. Tube Well. |
| 127 | a) GL to 60 mtr. |
| 128 | b) 60 mtr to 100 mtr. |
| 129 | c) 100mtr to 120 mtr. |
| 130 | Lowering and placing of filter assembly of required length & extraction and partening off the casing pipe of required length. |
| 131 | Mobilazation & transporation of the Rig Machine and its accessories and other materials etc. to the siteDevelopment of temporaryhurtment, development but suitable compacted approach road from PWD/Village road to boring site for eassy movement of drilling vehicles. |
| 132 | Development of the tube well by Air Compressor & BHT/other suitable pump and yield testing by BHT/other suitable puming machinery up to the satisfaction of EIC. It includes arrangement of all machinery, supply of fuel & lubricants, labours any others etc. |
| 133 | Supply and delivery of 183 mm ID/196 mm OD MSERW fin cut pipe. |
| 134 | Supply and delivery of 125 mm dia. nominal dia Stainless Steel filter (Stainer) |
| 135 | Supply and delivery of Bit Tube (1.50 m long) for ODEX - 165. |
| 136 | Supply and delivery of Casing Shoe (for ODEX - 165) |
| 137 | Packer Assembly (for ODEX - 165) |
| 138 | M.S. Electrode |
| 139 | Water Sample collection and physical chemical test |
| 140 | Electro logging charge |
| 141 | Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug,Lugs, Ring etc.) |
| 142 | Construction of platform of size 600mm x 600mm (inner dimension) having 125mm thick brick edging with 125mm x 125mm RCC (1:1.5:3) support for providing FHTC as per relevant drawing (Dwg. No. PCI/PLATFORM FOR FHTC /13/2022), specifications and as per direction of Engineer-in-Charge. |
| 143 | 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. i) 15 CuM/Hr. capacity |
| 144 | Add. @ 18% G.S.T. |
| 145 | Add. @ 1% CESS |
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