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| 1 | Cutting in all kinds of soil such as kankar, moorum, shingle boulders decomposed of soft rock or any such mixed in other variety of soil or rocks including filling in embankments where necessary including ramming and watering etc. stacking of serviceable materials at the place specified by the Engineer-in-Charge including all leads and lifts wherever or for what purpose required in Pick work,Jumper work and Chisling /wedgin g out of rock in hard rock |
| 2 | Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge. |
| 3 | Excavation in foundation and trenches etc.(for pipes & pits) in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 4 | Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge.a) Foundation and plinth |
| 5 | Providing and laying cement conc. 1:3:6(1 cement:3 sand:6 graded stone agg. 40mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge. |
| 6 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8 graded stone aggregate of 40mm nominal size)and curing completeexcluding cost of form work including all leads and lifts: a) Foundation and Plinth. |
| 7 | Providing and laying cement conc 1: 1½ :3 (1cement:1:1½ sand :3 graded stone agg. 20mm nominal size) and curing com-plete excludidng cosot of form work and reinforcement for RCC work in foundation and plinth with in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge in:- |
| 8 | Foundation,footing basis of columns & the likeand mass concrete. |
| 9 | Walls (any thickness) but not less that 0.10 Mtrs. hick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. |
| 10 | Column, pillar & post upto floor two level |
| 11 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 12 | Stair cases (except spiral stair cases) excluding landing I/c preparation of surfaces |
| 13 | Providing and laying cement concrete 1:2:4(1 cement:2 sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cosot of form work and reinforcement of RCC work in all leads and lifts as per directionand to the entire satisfaction of the Engineer-in-charge. |
| 14 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 15 | Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respect as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 16 | Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :- |
| 17 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts |
| 18 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like |
| 19 | Foundation,footing basis of columns & the like and mass concrete. |
| 20 | Column , Pillar , & post upto floor two level |
| 21 | Beams, cantilever Girders & lintals sides&soffitsof beams, beams, haunching cantilever girdersnot exceeding 1mtr. Depth. |
| 22 | Slopping and battering surfaces I/c folding plates where inclination to horizontal plane not exceeding 30 degrees. |
| 23 | Edge of slab and break in floor and walls under 200cm. Thickness within all leads and lifts. |
| 24 | Stair cases (except spiral stair cases) excluding landing i/c preparation of surfaces. |
| 25 | Providing and placing in horizontal layers filtering media duly graded, screened cleaned and washed as per specifiedin all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 26 | Bottom Layer: Broken stone 50mm to 75mm |
| 27 | Fourth layer: Bajri 20 mm to 25mm |
| 28 | Third layer: Bajri 6mm to 20mm |
| 29 | Second layer: Coarse sand, 3mm to 6mm |
| 30 | Top layer : Fine sand( Eff. Size 0.2mm to 0.4mm and uniformity co- effcient 2 to 3mm) |
| 31 | Providing and layingcement concrete 1:2:4 (1cement :2sand: 4graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form workRCC work (Cement concrete drain in CC 1:2:4 under the precast the slab , size of drain 0.10x 0.25 x 80 mt.) including all leads and lifts |
| 32 | Providing and laying No fine concrete in 1:4 (1cement: 4stone aggregate 40mm nominal size) and curing complete with weep hole or pores etc. curing complete excluding cost of form work and reinforcement for reinforced concrete work including all leads and lifts. |
| 33 | Random rubble masonary / Polygonal rubble masonary (coursed or brought to courses withhard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 ( 1 cement : 6 sand)as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 34 | C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the directions of the Engineer in charge. |
| 35 | Boulder filling under floor as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 36 | Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3 (1cement :3 sand )with in all leads and lifts as per direction of the Engineer in Charge. |
| 37 | 6 mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 38 | 10 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 39 | 15 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:6 (1cement:6sand) with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 40 | 20 mm thick cement plaster on rough sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in cement mortar 1:3(1cement:3sand) with in all leads and lifts as per the entire satisfaction &direction of the Engineer - in - Charge. |
| 41 | Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge |
| 42 | Profile- A |
| 43 | Profile- B |
| 44 | Profile- C |
| 45 | Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows i/c bright 2nd class deodar wood 40mm thick including entire carriage of material as per satisfaction of E-in-charge. |
| 46 | Providing and fixing wire gause shuttersusing galvanisedMS wiregause of IS gause designation 85 Gwith wire diameter 0.56 mm for doors, windows, clerestoreywindows I/c bright finished black enamelled iron hinges with necessary secrews 30 mm thick2nd class deodar wood with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. 2nd class deodar wood. |
| 47 | White washing with lime on undecorated wall surfaces(two coats) to give an even shade I/c thoroughly brooming the surface to remove all dust dirt & other foreign matter as per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts. |
| 48 | Distempering with dry distemper of approved brand and manufacture (two coats) and of required shade on undecorated wall surfaces to give an even shade sand papered smooth.as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 49 | Finishing wall with water proofing cement paint of approved brand and manufacture and ofrerquired shade on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials. |
| 50 | Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink. as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 51 | Painting two coats(excluding coat) on new wood and wood based surface with enamel paint to give an even shade including cleaning the surface of dirt,dust and other foreign matter,sand papering & stoping with animal paint other then white andas per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 52 | Painting two coats (excluding priming coat)on new steel and other metal surface under coat with ready mixed paint brusing to give an even shade including cleaning the surface all dirt,dust and other than white |
| 53 | Providing & fixing M.S. grills of required pattern in wooden frame of window etc.with M.S. flats, square or round barswith round headedbolts and nuts by screws plain grills. as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts. |
| 54 | Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling ofbinding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge. |
| 55 | Providing and fixing anodised aluminium sliding door bolts with bolts and nuts screws etc. complete and as per direction & satisfaction of the Engineer- in- charge upto all lead & lifts. 250x16 mm. |
| 56 | Providing and fixing anodised aluminium towerbolts ( barrel type)with screws etc. complete and as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts |
| 57 | 200x10 mm |
| 58 | 100x10 mm |
| 59 | Providing ad fixing anodised aluminiumhandleswithnecessary screws etc. complete as per direction & satisfaction of the Engineer- in- chargeupto all lead & lifts.125 mm. |
| 60 | 100mm |
| 61 | Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement: 3sand:6 graded stone att. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge. |
| 62 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement :3 sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge. |
| 63 | Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coat of red paint :-In grating, framed ,guards, bars, ladders, railing,brackets & similar works with in all leads and lifts as per the entire satisfaction & direction of the Engineer Incharge |
| 64 | Providing & Fixing of Finalex pipe 40mm dia. Under floor ( for connection cables) including all req. fitting i.e elbows, sockets etc. |
| 65 | Providing and fixing 10mm thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm thick cement mortar 1:3 (1 cement : 3 sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete. |
| 66 | Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesoriees as required as per the direction of Engineer-in-charge. |
| 67 | Providing and fixing ridges or hips 60cm over all with 0.60 thick prepainted steel sheet in roofing with bot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating to back coat of polyster of 5 microns over 5 miscron premier coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia mtr.with prepainted limper and rubber washers complete with all accessories as required as per direction of Engineer-in-charge. |
| 68 | Half brick masonry in common burnt clay building brick in cement mortar 1:4 (1cement : 4sand) 1st.class brick within all leads and lifts and as directed by the Engineer-in-charge. |
| 69 | Drybrick/boulder fillinground soak pit 2nd class with in all leads and lifts as per the directions of the Engineer in charge. |
| 70 | Providing & Fixing of 1.80 Mtrs. high fencing with 2.50Mtrs.angle iron posts 2.5 Mtrs. centre to centre with nine horizontal line and two diagonals of galvanized steel barbed wire (IS: 278-1962 Type-I) weighting 9.38 Kg./ per 100Mtrs.strained fixed to posts with G.I. staples, i/c painting of posts complete cost of post, struts,and storing bolts shall be paid for separately i/c all leads and lifts. |
| 71 | Wire crate made of GI wire filled with boulders with square cut faces against the wire(Boulder filling to be measured and paid for separately)GI wire 5mm thick corresponding to SWG-6(15cmx15cm mesh) within all leads and lifts and as directed by the Engineer-in-charge. |
| 72 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately) i/c in all leads and lifts as per the direction of Engineer-in-Charge. |
| 73 | Boulder filling behind retaining wall & crate wall with in all leads and lifts and as directed by the Engineer-in-charge. |
| 74 | Dry Brick/ boulder filling round sock pit 2nd class with in all leads and lifts and as directed by the Engineer-in-charge. |
| 75 | Dry Brick for sock pit /septic tank with in all leads and lifts and as directed by the Engineer-in-charge. |
| 76 | Providing and fixing vitreous china wash down water closet (Anglo Indian, W.C pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1 : 1 ( 1 cement 1 sand) ( Seat and cover to be measured and paid for separately) (White colour) |
| 77 | Providing and fixingStainless steel kitchen sink with drain board with in all leads and lifts as per the directions of the Engineer in charge. 470X 420X 178MMcomplete with in all leads and lifts as per the directions of the Engineer in charge. |
| 78 | Prorviding and fixing vitreous china wash basin with single hole for piller tap with C.I. or M.S. brackets painted white Flat back 630mmx450mm within all leads and lifts and as directed by the Engineer-in-charge.including cutting holes and making good the same but excluding fittings:-with in all leads and lifts as per the directions of the Engineer in charge. |
| 79 | Providing and fixingPTMT Coloured / white high density polyethlylene / poly propylene 10 liters cap. full flush European standard control low levelflushing Cistern with fitting andwithin all leads and lifts and as directed by the Engineer in charge. |
| 80 | Providing and fixingC.P. brass waste for wash basin or sink (i)32mm dia with in all lead and lifts as per the directions of the Engineer in charge. |
| 81 | Providing and fixingsoap dish with C.P. brass brackets fixedto wooden cleats With C.P. brass screws with in all leads and lifts as per the directions of the Engineer in charge. |
| 82 | Providing and fixingC.P. Brass Bib tap with capstan head(15mm dia) with in all leads and lifts as per the directions of the Engineer in charge. |
| 83 | Providing and fixing brass full wheel valvewith capstan head(15mm dia)within all leads and lifts and as directed by the Engineer-in-charge, |
| 84 | Providing and fixing CP brass angle valve of standard design & of approved make. 15mm nominal bore. complete in all leads and lifts. |
| 85 | Providing and fixingof GI Elbow 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 86 | Providing and fixingof GITee15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 87 | Providing and fixingof GI Nipple 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 88 | Layinggalvanized mild steeltube (heavy class)in wall. Ceilingincluding with in all leads and lifts as per the directions of the Engineer in charge.15mm dia(fiifteen milimetres)nominal size.(H . C ) |
| 89 | Providing and fixing 600mmx450mm bevelled edge miror of superior glass mounted on 6mm thick A.C. sheet or plywood sheet and fixed to wooden plugs with C.P. Brass screws and washers. within all leads and lifts and as directed by the Engineer-in-charge. |
| 90 | Providing and fixing in trenches 10 Kg.f/cum2 working pressure unplasticized P.V.C. pipe (Conforming to IS: 4985-1968) complete fittings (earth work in trenches to be measured and paid for separately):- |
| 91 | 110 mm out side diameter. |
| 92 | Elbow 100 mm dia. |
| 93 | Clamps 100mm dia. |
| 94 | Door Bends |
| 95 | Plain bends |
| 96 | Collar |
| 97 | cowl |
| 98 | Floor Traps |
| 99 | Supplying of various material for pump House |
| 100 | Tool Kit for pump house ( 24 items ) with all accessoriescomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 101 | Insulation mate ( 6\"x4\" ) bearing puller, insulation glovescomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 102 | Poly Chairs, table and stool 1 Nos each for pump house complete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 103 | Welding set 1 Noscomplete in all respect as per directionand to the entire satisfaction of the Engineer-in-Charge. |
| 104 | Providing and fixing Man Hole cover with frameof M.S. sheet and angle size 450x450mm(weight of Main-Holeare not less 35kg )as per direction of Engineer in Charge. |
| 105 | Providing and fixing Man Hole cover with frameof M.S. sheet and angle size 600x600mm (weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge. |
| 106 | Providing & fixing Precast (SFRC) manhole cover 560 mm dia Internal dia Medium Duty) with frame the weight of cover and frame should not be less than 100 kg. s per direction & satisfaction of the Engineer in charge upto all lead & lifts.. |
| 107 | Providing and fixing gun metal wheel valve (with hand wheel ) including all leads and lifts |
| 108 | 32mm |
| 109 | 50mm |
| 110 | 80mm |
| 111 | Manufacturing supplying of MS wheel valve chamber of size 450x450x450mm at MS plate 2.00 mm thick duly welded with angle of size 35X35X3 and also providing extra length of 250mm of same angle (as tee in the bottom of all four legs for embedding in cement concrete and top opening will provide with hings with locking arrangements also providing hole on three side of chamber for crossing on different size of pipes and as per satisfaction of Engineer in charge |
| 112 | Providing & Fixing sand cast iron / cast iron spun spigot and socket soil , waste and ventilating pipe( lead choked joints to be measured and paid for separately. 100mm nominal size. |
| 113 | Layingjointing of G.I pipes (L.G) ,tube fitting in trenches i/c earth work complete for inlet and scour pipe including all leads and lifts. 32 mm (L.R) |
| 114 | 50 mm |
| 115 | Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required ( earth work in trenches tobe measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 116 | 15 mm dia |
| 117 | 20mm dia |
| 118 | 25mm dia |
| 119 | 32mm dia |
| 120 | 40mm dia |
| 121 | 50mm dia |
| 122 | 50mm dia |
| 123 | Supply & erecation of horizontal spindle,horizontal splite casing single /Multistage centrifugal pumps of standerd make such as KSB/ Mather & Platt/Jayoti / Kirloskar conforming to BIS 1520-1980(Up to date ammandments) read with BIS 9137-1978 or latest to handel clear water having turbidity 50 ppm. with implleres, casing ring and shaft sleevesof bronz , sahaft of steeel in CI casing of suiteble capisit coupled directilly though a flexible coupling on a common base plate to Kirloskar/Crompton/Bhel/NGEF/ GEC/Siemen/Jyoti slip ring/squirred cage screenprotecred dip proofuction electric motor suitable for operation on the dia given bellow |
| 124 | Ist stage Total Head423.96. Discharge 6.49 LPS65 HPX2 |
| 125 | Ist stage Total Head 480.30 Discharge4.09. LPS50 HPX2 |
| 126 | Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed inIS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including thecost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at siteof work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts andas directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API X-52. The laying shall cofirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site andas per direction and to the entire satisfaction of the Engineer-In-Charge. |
| 127 | API pipe L-290 X - 42Dia 100mmWall thichness 4.80 mm. |
| 128 | API pipe L-290 X - 42Dia 80mmWall thichness 4.80 mm. |
| 129 | Laying,jointing ( by way of circumfrential butt welded jointsby electrical arc welding ) and testing of Galvanised mild steel tubes(GI Pipes)of following dia meters confirming to BIS 1239-2001(latest with upto date amendments) having wall thickness as per code with bevelled / plain endsin a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately). |
| 130 | Stage 1st 100 mm dia GI (Heavy Class)5.40 mm thick |
| 131 | 100 mm dia GI (Medium Class)4.50 mm thick |
| 132 | 80 mm dia GI (Heavy Class)4.50 mm thick |
| 133 | 80 mm dia GI (Medium Class)3.60 mm thick |
| 134 | Providing and welding MS flanges as per table below conforming to IS:6392-1971( latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressedasbestos fiber jointless gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done in three layers ( two out side+one inside)to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. |
| 135 | 100mm dia T-34 |
| 136 | Providing, laying, jointing & testing of GMS pipe plainendedpipeswith bevelled edge and capabale of with standing required test pressure,in random length of 5.5-6.5 meters i/c testing and commissioning and cost of jointing material sucha as MS Flange confirming to IS 6392-1971(leak proof) a/w nut boltand washers of IS 1963 specification i/c rubber/asbestos fibre sheet gasket 3mm thick conforming to relevant ISspecification & as per the direction ofthe Engineer in charge earth work in trenches to be measured and paid for sepratelyi/c allleads, lifts and carriage of materials at site. |
| 137 | 100mm dia T-28 |
| 138 | 80 mm dia T-17 |
| 139 | 80 mm dia T-5 |
