WBPHED/EE/BHM/NIeT_31/25-26_2

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. Pakur Variety

Reinforcement for reinforced concrete work in all 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 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Top Steel /Mild Steel [I. SAIL/ TATA/RINL=> Rs.-53241.00/M; II. Other than SAIL/TATA/RINL=> Rs.-51991.00/MT]

Brick work with 1st class brick in Cement Morter. (1:6) In superstructure ground floor (1:6)

125 mm thick brickwork with 1st class bricks in cement mortar (1:4) in ground floor

Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs , beams,columns,lintels,curved or straight including fitting, fixing & striking out after completion of works(upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-charge.

Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) i) With 1:6 cement mortar. 20 mm thick plaster

i) With 1:6 cement mortar. 15 mm thick plaster

i) With 1:4 cement mortar. 10 mm thick plaster

Supplying fitting, fixing- Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars with/without fixed type ventilators. [The extra rate admissible for the openable portion only]

Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.

M.S. or W.I. ornamental grill of approved design,joints continuously welded with M.S. WI flats and bats for winding,drilling etc.fitted & fixed with necessary screw and lugs in ground floor. (i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. Rs.- 8247.00/Qt, (ii) Grill weighing above 16 Kg./sq.mtr and above Rs.-8053.00/Qt.

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (Plastered or concrete surface)as per manufacture's specification in ground floor. A) Two Coats (on new cement plaster surface)

White washing including cleaning and smoothening surface thoroughly. A) 3 Coats.

b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of a approved putty etc on the surface if necessary b) On steel or other metal surface (with super gloss ( hi gloss) i) 2 coats (with any shade except white)

Number Plaque of buildings (Plaque size upto 225 mm x 225mm ) made of cement plaster(2:1)on face of wall or plinth , with 50 mm size letters P.H.E. and the number of the structure formed thereon (in sunk type)including painting the letters complete as per direction. (Cement = 1 Kg/No )

Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with 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 @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code. (i) For 10 users A) With Pakur variety. (SAIL/TATA/RINL)

Supplying, fitting & fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied ,fitted fixed in position complete excluding P or S trap.(excluding cost of concrete for fitting) i) 530mm x 410 mm

supplying fitting and fixing 10 litre PVC low-down cistern of conforming to I.S. specification with PVC fitting complete C.I. make with either side or bottom brackets including two coats of painting to brackets.

Supplying PVC water storage tank of approved quality with closed lid (Black)-Multilayer. A) 500 litre capacity.

Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia. (SAIL/TATA/RINL)

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 et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid / Bitumen / M-Seal etc) complete. (a) 75mm. dia.

Supplying,fitting and fixing Fan Hook for ceiling with 1 metre long 16mm dia rod complete including mending damages .Payment for damage and repair to be made separately.

Wash basin white vitreous china of approved make(without fittings)supplied , fitted and fixed in position on 75mm x 75mm x 75mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. (a) 450 mm x 300 mm size.

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. (a)900 mm long.

Cutting holes through wakk,roof or cornice and meding good all damages.

Supplying , fitting and fixing 30 mm. thick both side prelaminated factory made solid panel PVC door shutter consisting of outer frame made out of MS tubes of 19 gauge thickness and size 19 mm. x 19 mm. for styles, top and bottom rails, MS frame shalll have cost of steelprimers of approved make and manufacture, M.S frame cover with 5 mm. thick head moulded PVC " C" channel of size 30 mm. thick 70mm. width out of which 50 mm. shall beflat and 20mm. shall be tapered in 45 degree angle of either side forming styles, and 5mm thick 95 mm. wide PVC sheet out of which 75 mm. shall be flat and 20 mm. tapered in 45 degree on the inner side to form top & bottom rail and 115mm.wide PVC sheet out of which 75 mm. shall be flat and 20 mm. shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel with 10mm. ( 5mm. x 2 mm. ) thick , 20 mm. wide cross PVC sheet as gap insert for top rail and botttom rail sheet to be fitted in the M.S frame weled / sealed to the styles & rails with 7 mm. ( 5mm. + 2 mm. ) thick x 15 mm. wide PVC sheet beading on inner side and joint together with solvent cement adhesive . An additional 5 mm. thick PVC strip of 20 mm. which is to be stuck on the interior side of the "C" channel using PVC solvent adhesive etc. com excluding all necessary hardwire as per direction of the E.I.C in ground floor.

Supplying fitting approved type ventilator in position after cutting holes in walls,setting in cement mortar,mending damages to wall and plaster and two coats of paint of approved brand sand shade .Payment of mending two damages of wall & plaster and painting to be made separately. R.C.C. ventilator of 20 mm thick - upto 0.10 sq.m. area

Constructing inspection pit of inside measurement 600 mm x 600 mm x upto 600 mm (depth)with 250 mm thick 1st class brick work in cement mortar (1:4)on all sides ,bottom of the pit consisting of 100 mm thick cement concrete(1:3:6)with stone chips over a layer of jhama brick flat soling,15 mm thick (1:4)cement plaster to inside walls and outside walls upto GL and 20 mm thick (1:4)plaster to bottom of the pit,providing necessary invert with cement concrete (1:3:6)with stone chips as per direction,neat cement finishing to entire internal surfaces,top of the pit covered with 100 mm thick RCC slab (1:1.5:3)with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster(1:4) in all external surfaces of the slab and one 560 mm dia RCC manhole cover of approved make supplied,fitted and fixed in the slab with necessary fittings,necessary earth work in excavation in all sorts of soil,filling sides of the pit with earth and removing spoils after work complete in all respects with all costs of labour and materials. -with pakur variety.

Supplying , fitting and fixing cast iron 'p' or 's' trap conforming to I.S. 3989/1970 and 1729/1964 including lead caulked joints and painting two coats to the exposed surface.(painting to be paid seperately).- 'S' Trap - 100 mm.

Supplying,fitting and fixing alloy iron with brass spindle bib cock/stop cock of approved brand and make, spray painted and tested to 21 kg per sq.cm. - 15 mm. dia.

Supplying,fitting and fixing approved patent vent cowl I.C.I. conforming to I.S.S and painting two coats to the exposed surface with approved paint complete.(Payment of painting will however be paid seperately).- 100 mm dia.

Supplying,fitting and fixing pillar cock of approved make. A)i)CP Pillar Cock-15 mm (equivalent to code no-507 & Model - Tropical/sumthing special of ESSCO or similar brand).

Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer complete. A) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth.

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 inexcavation 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 cableetc.(incaseof damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will beborne 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. store. N.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)Thepipes, specials and valves , rubber gasket will be supplied deptt. free of cost. b)150 mm dia

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) b)150 mm dia

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). a) 100mm dia.

b)150 mm dia

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. a)150mm dia to 200mm dia pipe

Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. b)150 mm dia

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 (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). A) For CI/DI pipe. b)150 mm dia

Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). A) For CI/DI pipe. b)150 mm dia

Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC

Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick. a) upto 150mm thick

b) above 150mm thick

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 RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] i) 80 mm to 150 mm dia pipe

Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert /drain /any structure at any places and mending good damages all complete as per direction of EIC.

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. a) Pakur Variety

Cost for boring any type of soil by augor boring (horizontal) with water jet system including hire charges of machine, tools & plants, all complete with all labour and supply of water etc. as per specification and direction of EIC. i) 80mm to 100mm dia.

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) h)(ii) 80 mm dia. medium quality.

Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification.

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 40km upto 50km

b)Above 50km (Extra cost per km) Extra 50km (2 nos Truck x 5 km Each=10km)

Add GST @18% on sum of Item No. 1 to 53

Add Cess @1% on sum of Item No. 1 to 54