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| 1 | Excavation in foundation and trenches up to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 2 | Providing and laying cement concrete 1:6:12 (1Cement:6sand:12 graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts |
| 3 | Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts. |
| 4 | Providing and laying damp proof course 38mm thick with cement concrete 1:2:4 (1cement:2sand:4 graded stone aggregate 12.50 mm nominal size and curing complete in all leads and lifts. |
| 5 | Applying a coat of hot bitumen (mexphalt 80/100 equivalent) using 1.70 kg. per Sqm. on damp proof course after cleaning the surface with af loating piece of cloth lightly socked in Kerosene oil in all leads and lifts. |
| 6 | Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts. |
| 7 | Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts. |
| 8 | Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts. |
| 9 | Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws.in all lead and lifts . |
| 10 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. |
| 11 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness including all leads and lifts. |
| 12 | Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor. |
| 13 | Providing and laying cement concrete work 1:2:4(1cement:2sand: 4 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 14 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level. |
| 15 | Providing and laying cement concrete work 1:1.5:3(1cement:1.50 sand: 3 graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 16 | (a) Lintels, beams ,griders bressumers and cantilevers upto all floor level. |
| 17 | Cement concrete flooring 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) in all leads and lifts. |
| 18 | 20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar4 1:6(1cement:6sand) in all leads and lifts. |
| 19 | 6 mm cement plaster to ceiling in CM 1:3 (1Cement :3 Sand) in all leads and lifts complete in all respect |
| 20 | Providing plinth protection 50mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts. |
| 21 | Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level.in all leads and lifts. |
| 22 | Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter in all leads and lifts. |
| 23 | Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts. |
| 24 | Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts. |
| 25 | White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts. |
| 26 | Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials in all leads and lifts as per direction of Engineer-in-charge. |
| 27 | Providing and fixing M.S.fan clamp(Type-I of 16mm dial M.S. Bar bent to shape with hooked ends in RCC. Slab during laying including painting the exposed portion of loop all as per standard design complete in all leads and lifts as per direction of Engineer-in-charge. |
| 28 | Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size in all leads and lifts as per direction of Engineer-in-charge. |
| 29 | Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete in all leads and lifts as per direction of Engineer-in-charge. |
| 30 | (a) Sliding door bolts 250x16mm. |
| 31 | (b-i) M.S. tower bolts (Barrel type) leads and lifts. 200x10mm. |
| 32 | (b-ii) M.S. tower bolts (Barrel type) leads and lifts. 150x10mm. |
| 33 | (b-iii) M.S. tower bolts (Barrel type) leads and lifts. 100x10mm. |
| 34 | (c-i) M.S. handles 125mm dia |
| 35 | (c-ii) M.S. handles 75mm dia |
| 36 | Providing and fixing of MS round bars (16 mm) in windows and ventilators in all leads and lifts as per direction of Engineer-in-charge. |
| 37 | Stone/Boulder filling under floors/behind retaining walls in all leads and lifts as per direction of Engineer-in-charge. |
| 38 | Wiring for light point / Fan point / Exhaust fan point / call bell point with 1.5 Sq.mm PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVc conduit and earthing the light point with 1.5sq.mm HRFRLS/PVC insulated single core copper conductor cable complete in all respect. \\"Group-C\\". |
| 39 | Wiring of power plug with (2x4 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete. |
| 40 | Wiring the light plug with (2x1.5 Sq.mm.) PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm HRFRLS/PVC insulated single core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete. |
| 41 | Wiring for Circuit /sub main with 2x6 Sq.mm. size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material with in all leads & lifts complete. |
| 42 | Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/ recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pim 15/16 amps socketoutlet and 15/16 amp piano type switch connections painting etc. as required in all leads and lifts as per direction of Engineer-in-charge. |
| 43 | Supplying and fixing bakelite batten/angle holder including connections etc. as required in all leads and lifts as per direction of Engineer-in-charge. |
| 44 | Providing, installing, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling fan 1200 mm sweep, Category-A. |
| 45 | Providing and fixing ultra slim decorative extruded box fixture with domestic electronic ballast, snap-on installers, suitable for 28 watt FTU (T5), complete with all accessories (including one No. T-5 Tube), connections, testing and commissioning etc. as required complete as per direction of the Engineer-in-charge. |
| 46 | Supplying and erection of 40/50/63 amps rating, 10 KA breaking capacity, 240 volts, \\"C\\" curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required complete as per direction of the Engineer-in-charge. Cat. A double pole |
| 47 | Supplying and fixing of following way, single pole and netural sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper bus bar, wireset, netural link, earth bar, din bar detachable gland plate , blanking plate, cable, identification labels inter - connections, phosphatized and powder painted including earthing etc. as required with in all leads & lifts complete. Double door-8 way. |
| 48 | Supplying and errection 6 Amps to 32 Amps rating 10 KA breaking capacity, 240 Volts \\"C\\" curves miniature circuit breaker of following poles in the exixting MCB DB complete with connections etc. as required within all leads and lifts complete. Single pole. Cat-A |
| 49 | Providing, installing, testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A i.e. Bajaj make complete with ballast starter and capactors but excluding flourscent tube rod, suitable to operate on 240 volts single phase A.C. supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge. |
| 50 | Earthing with G.I. pipe 4.5 length, 40 mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt) complete as required including carriage of materials within all leads and lifts. |
| 51 | Extra using salt and charcoal for pipe earth electrode as required complete in all respect as per direction of engineer-in-charge. |
| 52 | Supplying and laying 6 SWG G.I. wire at 0.50 mtr below ground level for earth electrod wire for soldering etc as per direction of the Engineer-in-charge. |
| 53 | Providing, fixing & testing Street Light Fixture 40watts 4 feet long complete with choke starter i/c connections complete as required complete as per direction of the Engineer-in-charge. |
| 54 | Providing and laying cement concrete using M - 10 concrete mix with graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts |
| 55 | Providing and laying cement concrete using M - 20 concrete mix with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in : |
| 56 | Foundation,footing.bases of columns & the like & the mass concrete. |
| 57 | Wall (any thickness,but not less than 0.10 mtr.thickness) attached pilasters,buttresses,plinth & string courses etc. from top of foundation level upto floor two level |
| 58 | (i) floor four level to floor five level |
| 59 | Column,pillars,posts & struts upto floor two level |
| 60 | (ii) floor two level to floor three level |
| 61 | (iii) floor three level to floor four level |
| 62 | (iv) floor four level to floor five level |
| 63 | Lintels,beams girders bressumers & cantilevers upto floor two level |
| 64 | (ii) floor two level to floor three level |
| 65 | (iii) floor three level to floor four level |
| 66 | Arches upto floor two level: |
| 67 | (ii) floor two level to floor three level |
| 68 | (iii) floor three level to floor four level |
| 69 | Suspended floors,roofs,landings.etc. upto floor two level |
| 70 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor two level. |
| 71 | (i) Foundation,footing,bases of columns etc.and mass concrete. |
| 72 | (ii) Flat surface such as soffits of suspended floors,roofs,landing and the like |
| 73 | (iii) Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasres buttresses, plinth & string courses and the like. |
| 74 | (a) Upto 4.00 mtrs. |
| 75 | For Vertical surfaces of tank |
| 76 | (iv) Columns,pillars.posts & struts. |
| 77 | (b) Beyond 4.00 mtrs. |
| 78 | (v) Beams, cantilever, girders & lintels. |
| 79 | Sides & soffits of beams,beam haunchings, catilevers, bressumers & lintels not exceeding 1.00 mtr.depth in all ht.from floor. |
| 80 | (vi) Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs.height. |
| 81 | Beyond 4.00 mtr.height. |
| 82 | Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level complete in all respect as per direction of engineer-in-charge. |
| 83 | Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1cement :3 Sand) complete in all respect within all leads & lifts. |
| 84 | Finishing wall with water proofing cement paint of approved brand & maunfacture and of required shade on undecorated wall surfaces (two coats) to give an even shade after throughly brushing the surface to remove all dirt & remains of loose powedered material etc.complete in all respect within all leads & lifts. |
| 85 | Providing & fixing 500 mm dia.SFRC man hole cover with frame and the weight of frame & cover should not be less than 100 kg complete in all respect within all leads & lifts. |
| 86 | P/Laying GMS/MS Pipes conforming to relevants BIS codes of below mentioned diameters fully jointed with MS Flanges of Table - 5 as per IS :6392 - 1971 excluding the cost of excavation in trenches complete in all respect within all leads & lifts. |
| 87 | 100 mm |
| 88 | 100 mm |
| 89 | 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 guard bars,ladders,railing,brackets & similar works complete in all respect within all leads & lifts. |
| 90 | P/Laying GMS Pipes conforming to IS 1239 - 1979 (Part-1) screwed & socketed joints (Light grade) excluding the cost of excavation in trenches |
| 91 | 25 mm |
| 92 | Providing & fixing CI sluice valve (with hand wheel) as per IS:780 - 1984 Class-I upto 300 mm dia i/c brass spindle & as per 2906 - 1984 Class II for diameters more than 300 mm complete with bolts,nuts,rubber insertion etc,(The tail pieces if required shade etc. |
| 93 | 100 mm |
| 94 | 100 mm |
| 95 | Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts. |
| 96 | 100 mm |
| 97 | 100 mm |
| 98 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 Cement: 3 Sand: 6graded stone aggregate 20 mm nominal size) complete in all respect within all leads & lifts. |
| 99 | Providing under layers for plinth protection 75 mm thick (unconslidated) bed dry brick/stone aggregate 40 mm nominal size well rammed & grouted with fine sand i/c preparation of ground complete in all respect within all leads & lifts. |
| 100 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia.&180 mm deep (inside) with chained lid RCC top 1: 2: 4 mix (1 cement :2 Sand :4 graded stone aggregate 20 mm nominal size ) 100 mm thick foundation conc.1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1:3 (1 Cement : 3 Sand ) finished with a floating coat of neat cment i/c curing complete. 600 x 600 x 750 mm inside size With 150mm th.walls of RCC 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways. |
| 101 | P/Fixing of below items required for OHSR complete. |
| 102 | Lightening Conductor |
| 103 | Water measurement gauge |
| 104 | Vent Pipe i/c CI cowl complete |
| 105 | Flanged bell mouth a/w puddle collars |
| 106 | Expansion joints |
| 107 | Structural design & drawing |
| 108 | Soil testing report for Bearing capacity of soil |
| 109 | Providing, laying, jointing and testing in trenches of galvanized MSERW flanged pipes including cost of flanged bends of all degrees conforming to IS/ISO 3183-2012 Grade L-210 or Grade-A as per dimensions weight and test pressure mentioned below in a random length of 4m - 6m, The M.S. flanges are to be provided 5% of total joints 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 M.S. nut and bolts as per IS: 1369-1967 and compressed asbestos fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965 & 95% butt welded joints by considering minimum three layers. The welding of flanges to be done on both faces in two layers on outer face + one layer on inner face to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches, MS flanges and butt welded joint to be measured and paid for seprately) . The pipe shall have zinc coating as per IS:4736 in factory latest with upto date ammendements complete in all respect as per direction of engineer-in-charge. |
| 110 | 100 mm Dia GMSERW L 210 or A 4.8 mm thickness |
| 111 | Providing circumferential butt welded joints @95% by electrical arc welding to GMS pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 112 | 100 mm Dia GMSERW |
| 113 | Providing and welding M.S. flanges 5% of total Jointat suitable point, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) with plain end MSERW pipe in requsite number of three layers one inner and two outrt to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts. |
| 114 | 100 mm Dia GMSERW T-28 |
| 115 | 100 mm Dia GMSERW T-17 |
| 116 | 100 mm Dia GMSERW T-5 |
| 117 | Providing & Fixing of double langed ( swing type) cast steel reflux valve of Leader/Kirloskar make and one dia. Higher than pump having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as per IS-1868/ API-600 ( class, ASA-300) with up to date amendments as per direction of engineer-in-charge.100mm dia. |
| 118 | Providing & Fixing of double langed ( swing type) cast steel reflux valve of Leader/Kirloskar make and one dia. Higher than pump having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as per IS-1868/ API-600 ( class, ASA-300) with up to date amendments as per direction of engineer-in-charge.125mm dia. |
| 119 | For existing Rising Main 125mm dia LWSS Mata shri Chintpurani Ji |
| 120 | Providing & Fixing of double langed ( swing type) cast steel reflux valve of Leader/Kirloskar make and one dia. Higher than pump having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as per IS-1868/ API-600 ( class, ASA-600) with up to date amendments.as per direction of engineer-in-charge125mm dia. |
| 121 | For existing Rising Main 125mm dia LWSS Mata shri Chintpurani Ji |
| 122 | Providing,Supplying & Fixing of CI Sluice valve of LEADER/KIRLOSKAR Make (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.(the tail piece if required shall be measured & paid for separatly) complete in all respect as per the entire satisfaction of Engineer-in-Charge. |
| 123 | Scouring Valve for existing Rising Main 125mm dia LWSS Mata shri Chintpurani Ji |
| 124 | PUMPING MACHINERY CENTRIFUGAL:- Providing horizontal spindle / Horizontal/ redial split casings / end suction (back pull arrangements) energy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage Centrifugal Pump Set suitable for operation, in parallel of recommended make such as Mather and Platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE, ABB/CGL confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor, totally enclosed fan cooled motors/CACA motors of standard make such asKirloskar/BHEL/ Crompton/NGEF/GEC/ Siemens/ Jyoti/Area Brown Boven and suitable for operation on 415+10% volt, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. The motor shall be suitable of running at 415 volt+ - 10% volt atleast. It should include cost of bearing nuts,bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The offer should include all its accessories required such as cables, panels etc. shall be part of the offer including standby arrangement. |
| 125 | Head 547.91 m and Discharge 11.04 LPS ( 1 Nos. Set i/e 1 Nos. Working & 1 Stand By existing Set ) |
| 126 | Head 233.58 m and Discharge 6.37 LPS ( 1 Nos. Set i/e 1 Nos. Working & 1 Stand By ) |
| 127 | 2nd class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:4sand ) in all leads and lifts as per the direction of the Engineer-in-Charge. |
| 128 | 2nd class half brick work using common burnt clay building bricks in foundation & plinth in cement mortor 1:4 ( 1 cement:4 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge. |
| 129 | Excavation in earth work and filling in 15 cm. layers in foundation & plinths including ramming, watering and consolidating complete in all respect including carriage of materials within all leads and lifts and as per the direction of the Engineer-in-Charge. |
| 130 | Steel work welded built up sections, trusses and framed work , including cutting , hoisting , fixing in position and applying a priming coat of red lead paint in gratings framed guard bars, ladders,. railling, brackets and similar works complete in all respect as per direction of Engineer-in-charge. |
| 131 | Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
