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| 1 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/Kirloskar/ Model WKFI 40/16-conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handel clear water having characteristics as mentioned in item No. 1 (A) as under, with impelleres, casting ring, priming funnel & shaft sleeves of bronze, shaft of steel with cast iron casting of suitable, capacity coupled directly throught a flexible coupling on a common base plate of cast iron casting of suitable ccapacity coupled directly through a flexible coupling on a common base plate of cast steel/ Mild steel to Kirlokar/ Crompton/ Marathon make slip ring/ squirrel cage screen protected drip proof induction electric motor of 60HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift & carriage of material at site as per direction of Engineer-Incharge. complete with star delta starter, electric motor of 60HP suitable for operation on the data given below i/c the cost all accessoreis in all lead lift and carriage of material at site as per direction of Engineer in charge complete with star delta starter, electrial control panel electrical cables,complete H-490Meter Q 5.00LPS Dia of Rising main-80 mm Length of Rising main:- 1500 Meter. Ist Stage (Pump WKFI 40/16-Motor 60HP) |
| 2 | Laying ,jointing, with circumferential butt joints by electrical arc welding (Welding thickness shall be equal to pipe wall thickness) and testing of G.I Pipe of Jindal/Surya Roshani /Tata/AST or of approved rate contract of DGS and D / HP Govt make of following diameter confirming to IS:1239:1990 (Part-ii) (latest with up to date amendments having wall thickness as specified below capable of withstanding required test pressure , including manufacturing and fabrication of reducers taper all shorts pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints duly welded in three layer (Two inner and one outer) Where ever required as per direction of Engineer in charge (Earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operation such as cutting welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect to the entire 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 welding electrodes shall be as per IS 814 of Advani Overlikon/Over cord s/s make.The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe ) made from the parents tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also includes entire carriage of material ,flushing, Cleaning and Hydraulic testing,DP test of butt welded joints complete in all respect and to the entire satisfaction of Engineer in charge with in all leads and lifts Ist and 2nd Stage |
| 3 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. |
| 4 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. |
| 5 | Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- |
| 6 | foundation footing and bases of columns & like mass concrete. |
| 7 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 8 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge. |
| 9 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level |
| 10 | Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- |
| 11 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 12 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. |
| 13 | Edge of slab and break in floor 20 cm wide |
| 14 | Providing mild steel/tor steel reinforcement i/c bending binding and placing in position complete |
| 15 | Steel work welded in built up sections, trusses and framed work including cutting hoisting Fixing in position and applying a priming coat of red lead paint :- |
| 16 | In trusses and trussed purlings in buildings. |
| 17 | Providing and laying heavy duty precast cement conrete inter locking precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 45mm thick inter locking blocks |
| 18 | White washing with lime on undecorated wall surfaces (two coats) to give an even shade including thoroughly brooming the surface to remove all dirt dust mortor drops and other foreign matter. |
| 19 | Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matters. |
| 20 | Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement:4sand)conventiohal brick 2nd class |
| 21 | Dry brick /boulder filling round soak pit 2nd class with in all leads and lifts as per the directions of the Engineer in charge. |
| 22 | Providing and fixing vitreous China wash down water closet (European type. W.C. Pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1 (1Cement : 1 Sand) (Seat and cover to be measured and paid for separately) Ordinary type. |
| 23 | Providing and fixing PTMT Coloured / white high density polyethlylene / poly propylene 10 liters cap. full flush European standard control low level flushing Cistern with fitting and within all leads and lifts and as directed by the Engin |
| 24 | P/F C.P. Soap dish with C.P. brass brackets fixed to wooden cleats With C.P. brass screws with in all leads and lifts as per the directions of the Engineer in charge. |
| 25 | P/F C.P. Brass Bib tap with capstan head(15mm dia) with in all leads and lifts as per the directions of the Engineer in charge. |
| 26 | P/F C.P. Angle cock 15mm dia within all leads and lifts as per the directions of the Engineer-in-charge, |
| 27 | P/F of PVC Elbow 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 28 | P/F of PVC Tee 15mm with in all leads and lifts as per the directions of the Engineer in charge. |
| 29 | Laying PVC in wall. Ceiling including with in all leads and lifts as per the directions of the Engineer in charge .15mm dia(fiifteen milimetres)nominal size. |
| 30 | 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):- |
| 31 | 110 mm out side diameter. |
| 32 | Elbow 100 mm dia. |
| 33 | Door Bends |
| 34 | Plain bends |
| 35 | Collar |
| 36 | Floor Traps |
| 37 | Providing and Fixing antiskid water proof stain and impact resistent heavy duty vetrified tiles Nitco or equivelent (300 X 300 X 10 mm) manufactured of approved shade and colour treads of steps laid on a bed of 12 mm thick cement mortor 1:3 (1cement : 3 sand) finished with flush pointing in white cement mixed with pigment ofrequired shade to match the shade of tiles complete. |
| 38 | Supplying and Fixing woven plains G.I wire fencing of mesh 50mm to 150 mm to any type of standard rails ,strainging bolts etc. including provision of binding wire, staples etc. |
| 39 | Providing and fixing G.I. Union testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. |
| 40 | 15mm dia (L) |
| 41 | 20mm dia (L) |
| 42 | 25mm dia (L) |
| 43 | 32mm dia (L) |
| 44 | 40mm dia (L) |
| 45 | 50mm dia (L) |
| 46 | Providing, Laying and jointing in trenches,galvanised mild steel tubes (Light grade)confirming to IS-1239 (Part-I) 2004 i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts complete. |
| 47 | 15 mm Dia (L) S/S |
| 48 | 20 mm Dia (L) S/S |
| 49 | 25 mm Dia (L) S/S Please Enable Macros to View BoQ information |
