|
| 1 | SUPPLY, TRANSPORTATION, UNLOADING TO THE SITE, INSTALLATION, TESTING, PAINTING AND COMMISSIONING OF WATER MONITOR AND HYDRANT |
| 2 | Supply of water monitor, stand post type, 3500 LPM |
| 3 | FABRICATION AND ERECTION OF DOUBLE HEADED HYDRANT VALVE-(REFER SCHEMATIC DIAGRAM). INCLUDING SUPPLYING AND FIXING 3MM THICK GASKETS/NUTS/STUDS, SS304 4MM THK ORIFICE PLATE TO REDUCE THE PRESSURE AS PER DESIGN REQUIREMENT AND ALL OTHER MATERIALS AS PER ENCLOSED SPECIFICATIONS AND AS DIRECTED AT SITE. NOTE: THE FITTINGS SHALL BE CLEANED BY HAND CLEANING OR WIRE BRUSHING AND PAINTED AS PER IOCL PAINTING SPECIFICATIONS. THE RATES QUOTED SHOULD INCLUDE THE SAME. |
| 4 | Double hydrant Points (1x2Nos Single hydrant Points) |
| 5 | 100 mm Water / Water- foam Monitors |
| 6 | SUPPLY OF MS PIPE LINE AS PER DIRECTION AND SPECIFICATION |
| 7 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 350 X 8.00, BE |
| 8 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 300 X 7.10, BE |
| 9 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 300 X 7.10, BE |
| 10 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 200 X 6.35, BE |
| 11 | Pipe as per IS 1239- PART-1,-2004, 150 mm mm X HEAVY, BE |
| 12 | Pipe as per IS 1239- PART-1,-2004, 100 mm mm X HEAVY, BE |
| 13 | Pipe as per IS 1239- PART-1,-2004, 80 mm mm X HEAVY, BE |
| 14 | ABOVE GROUND PIPELINE/UNDERGROUND PIPELINE: HANDLING , LAYING FABRICATION, EDGE PREPARATION ERECTING WELDING, RADIOGRAPHIC TESTING OF 10% WELD JOINT AS SPECIFIED, HYDROTESTING ETC. AS PER GIVEN IOCL SPECIFICATIONS AND INSTRUCTION OF IOCL. THE ERECTING AND WELDING OF FITTINGS SUCH AS TEE, ELBOWS,REDUCER ETC SHALL BE INCLUDED IN LAYING OF PIPELINE ITEM. THE ITEM ALSO INCLUDES SHIFTING OF LINES FROM IOCL STORE WITHIN LOCATION PREMISES TO WORK SITE. THE MEASUREMENTS OF RUNNING LENGTH OF PIPELINE (CENTRE LINE METHOD) , INCLUDING FITTINGS WILL BE ONLY CONSIDERED FOR PAYMENT, LENGTH OF VALVES, AND FLANGE JOINTS WILL NOT BE TAKEN INTO MEASUREMENTS AS ERECTION OF VALVES, FLANGES IS ACCOUNTED IN SEPARATE ITEMS. |
| 15 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 350 X 8.00, BE |
| 16 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 300 X 7.10, BE |
| 17 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 300 X 7.10, BE |
| 18 | Pipe as per IS 3589- 2001, Fe 410 Grade (mm x Thickness, mm) 200 X 6.35, BE |
| 19 | Pipe as per IS 1239- PART-1,-2004, 150 mm mm X HEAVY, BE |
| 20 | Pipe as per IS 1239- PART-1,-2004, 100 mm mm X HEAVY, BE |
| 21 | Pipe as per IS 1239- PART-1,-2004, 80 mm mm X HEAVY, BE |
| 22 | SUPPLY OF FORGED FITTINGS-CS ELBOWS, MATERIAL ASTM A 234 GARDE WPB, BEVELED END AND DIMENSIONS AS PER ASME B 16.9 & ALL FITTINGS SHOULD BE FORGED FITTING 90 DEG ELBOW 1.5D B16.9 BE A 234 GR. WPB WELDED |
| 23 | 150 mm mm X SCH STD as required |
| 24 | 100 mm mm X SCH. STD as required |
| 25 | SUPPLY OF FORGED FITTINGS-CS ELBOWS, MATERIAL ASTM A 234 GARDE WPB, BEVELED END AND DIMENSIONS AS PER ASME B 16.9 & ALL FITTINGS SHOULD BE FORGED FITTING 45 DEG ELBOW 1.5D B16.9 BE A 234 GR. WPB WELDED |
| 26 | 150 mm X SCH STD as required |
| 27 | CS REDUCER, MATERIAL: ASTM A 234 GARDE WPB, BEVELED END AND DIMENSIONS AS PER ASME B 16.9 & ALL FITTINGS SHOULD BE FORGED |
| 28 | Reducer concentric: 150 mm x 100 mm, SCH40 x SCH40, Seamless |
| 29 | CS TEE, MATERIAL: ASTM A 234 GRADE WPB, BEVELED END AND DIMENSIONS AS PER ASME B 16.9 & ALL FITTINGS SHOULD BE FORGED FITTINGSee, Material: ASTM A 234 Grade WPB, Beveled |
| 30 | 250 mm x 150 mm, SCH20 x SCH STD, Welded |
| 31 | 250 mm x 100 mm, SCH20 x SCH STD, Welded |
| 32 | SUPPLY, HANDLING, ERECTION, TESTING & COMMISSIONING OF CAST CARBON STEEL ASTM-A216, GR. WCB DOUBLE FLANGED GATE VALVE AS PER BIS: 1414 ; API-600 , CLASS 150#, WITH STAINLESS STEEL RISING SPINDLE & INTERNAL WORKING PARTS, FLANGED DRILLED AS PER ANSI B 16.5 CL # 150, RAISED FACE AND HAND WHEEL INCLUDING SUPPLY & WELDING OF CAMPANION SORF FLANGES, ANSI B 16.5, CL # 150 NUTS, BOLTS, METALLIC GASKETS ETC COMPLETE IN ALL RESPECT AS PER THE DIRECTION OF IOCL. |
| 33 | Supply &Execution of Gate Valve for hydrant line : Class 150# : Material CS : Size 150 NB |
| 34 | Supply &Execution of Gate Valve for hydrant line : Class 150# : Material CS : Size 100 NB |
| 35 | Supply &Execution of Gate Valve for hydrant line : Class 150# : Material CS : Size 250 NB |
| 36 | Supply &Execution of Gate Valve for hydrant line : Class 150# : Material CS : Size 300 NB |
| 37 | SUPPLY OF FORGED MS FITTINGS SORF FLANGE CONFIRMING TO IS 2062 A, ANSI B16.5, 150# AS PER SPECIFICATION AND DIRECTION OF IOCL. |
| 38 | 150 NB |
| 39 | 100 NB |
| 40 | 80 NB |
| 41 | WELDING SORF FLANGES CONFORMING TO IS 2062 GrA, ANSI B16.5- CLASS # 150 WITH 3 RUNS OF WELD OUTSIDE AND ONE RUN OF WELD INSIDE THE FLANGES AS PER SPECIFICATION AND STANDARD DRG. ENCLOSED HEREIN. |
| 42 | 150 NB |
| 43 | 100 NB |
| 44 | 80 NB |
| 45 | Providing & applying wrapping & coating of approved make for pipeline AS PER IOCL SPECIFICATIONS USING PYPKOTE 4 MM THICK |
| 46 | Welding of pipeline & pipe fittings joints aboveground for modification works |
| 47 | CIVIL WORKS |
| 48 | Demolishing cement concrete manually/ by mechanical means including disposal of material outside premises at unobjectionable and as per direction of Engineer -in - charge. |
| 49 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars & disposal of unserviceable material outside site at unobjectionable place& as per direction of Engineer-in-charge |
| 50 | Demolishing brick work manually/mechanical means including stacking of serviceable material & disposal of unserviceable material outside site at unobjectionable place & as/direction of Engineer-in-charge. |
| 51 | Demolishing stone masonry manually/ by mechanical means including stacking serviceable material & isposal of unserviceable material out of site at unobjectionable place and as per direction of Engineer-in-charge: |
| 52 | Dismantling Steel work in build up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 53 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering:- 1:2:4 (1 cement : 2 coarse sand : 4 Graded stone aggregate of 20 mm) |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering and shuttering : RCC 1 cement : 2 coarse sand : 4 Graded stone aggregate of 20 mm |
| 55 | Centering and shutttering including strutting, propping etc. and removal: i) foundations, footings, bases of columns etc. for mass concrete |
| 56 | Supply of steel reinforcement for R.C.C including straightening, cutting, bending, placing in position and binding all complete at all levels: Thermo Mechanically Treated Bars of Fe-500D grade or more, conforming to IS1786 |
| 57 | Structural steel work in builtup sections |
| 58 | Taking out existing CC interlocking paver blocks from footpath central verge, including removal of rubbish etc., disposal of unserviceable material out of site at unobjectionable place and stacking serviceable material within premises as per direction of Engineer - in-Charge |
| 59 | Laying Corporation supplied interlocking paver blocks of any design /shape laid in required line,level,curvature,colour & pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as/ direction of Engineer-in-charge. |
| 60 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Dutyv) 600 mm dia. R.C.C. pipe |
| 61 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling & neatly dressing of disposed soil completely to be paid separately i) All kind of soil |
| 62 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 63 | DISMANTLING OF EXISTING PIPING, FITTINGS, VALVES ETC |
| 64 | Dismantling of Pipe IS 3589 BE FE 410 grade Size 350 mm x any thk.TO 200 mm x Any Thk. |
| 65 | Dismantling of Pipe as per IS 1239- PART-1,-2004, 150 mm NB X HEAVY, BE |
| 66 | Dismantling of Pipe as per IS 1239- PART-1,-2004, 80 / 100 mm NB X HEAVY, BE |
| 67 | Dismantling of Pipe Size 25mm , As per IS: 1239, Black, Heavy |
| 68 | Dismantling Steel work in built up sections in angles, tees, flats channels etc. including all gusset plates, bolts nuts, cutting rivets welding etc. including dismembering and stacking within premises |
| 69 | DISMANTLING OF VALVES(GATE, HOV, MOV, GOV, BUTTERFLY, HBV,NRV, ROSOV, DBBV, HYDRANT MONITORS, HVLRS, DOUBLE HYDRANT VALVES) USING PROPER TOOLS (NON-SPARKING TOOL IN LICENSE AREA) AND TACKLES, LABOURS ETC. AND PROPER SHIFTING & STACKING AT THE PLACE WITHIN LOCATION AS PER INSTRUCTION OF IOCL. |
| 70 | 80 NB |
| 71 | 100 NB |
| 72 | 150 NB Please Enable Macros to View BoQ information |
