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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of exavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavating only after getting permission of Engineer-in-Charge. All kinds of soil. |
| 3 | Repairing of Existing PVC water line bailing out of water by / Beldar / Deisel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling) |
| 4 | 90 mm dia |
| 5 | 110 mm dia |
| 6 | 140 mm dia |
| 7 | 160 mm dia |
| 8 | 200 mm dia |
| 9 | 250 mm dia |
| 10 | Supply of PVC pipe 6 Kg/cm2 Pressure with required PVC Standard special confirming to IS:4985-2000 with latest amendment Make-Finolex Industries Ltd./Kisan/Superme Industried Ltd. (Rate As Per Comparative Statement Per Rm.) |
| 11 | 90 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 12 | 110 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 13 | 140 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 14 | 160 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 15 | 200 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 16 | 250 mm dia with coupler @ 6 Kg/Cm2 pressure |
| 17 | Repairing existing AC/CI/DI water line i/c all required materials such as CID joints, rubber packing, nut & bolts, bailling out of water, all labour and T&P i/c cutting of pipe etc. complete work as per direction of E/I. (But exluciding cost of Excavation filling and M.S. Special) |
| 18 | 300 mm dia C.I. |
| 19 | 350 mm dia C.I. |
| 20 | 400 mm dia C.I. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. |
| 22 | P/F M.S. specials such as Tee, Bend, Collars, Tapers, Gap pieces, including Flange Ends as required, Painting, Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 25 | P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanged as per PD of IS 14846 corresponding to BS EN-558 / ISO 5752 Basic series 3 in CI construction having metal seating (IS 318 Gr. LTB 2). With comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Spindle - Non rising: Stainless Steel AISI 4103 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted: no screws allowed)4 - Rivets - Soft annealed brass5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 26 - Stem Seal - Greased Hemp7 - Fasteners - Carbon steel8 - Flange Drilling - IS 1538 Table 4 & 69 - PN 1.010 - Accessories (400 mm and above) - Ball thrust bearings to be housed above the wet chamber ie. above the gland. Enclosed Spur Gear Box for ease of operation. Air Plug11 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)12 - Hydro-test-(Open Ended only) (Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm213 - Upto 600mm dia Mannual Operated & above 600mm Gear boxMake-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 26 | 150 mm dia |
| 27 | 250 mm dia |
| 28 | 300 mm dia |
| 29 | 400 mm dia |
| 30 | P/F Reflex Valve upto 600mm dia shall conform to IS 5312 Part-1 & above to IS 5312 Part-2 with latest amendment, Valves shall be in graded CI with metal to metal (IS 318 Gr. LTB 2) seating, preferably slanted (and not perpendicular) vis-a-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple component & material of construction following below:-1 - Body / Door / Dome - Cast Iron IS 210 Gr. FC 2602 - Hinge pin (single door) / Stub pin (multidoor type) - SS AISI 4103 - Seat & Face rings - Gun metal : IS 318 Gr. LTB 2 4 - Rivets - Soft annealed brass5 - Fasteners - Carbon steel6 - Flange Drilling - IS 1538 Table 4 & 67 - PN 1.08 - By - pass arrangement - Optional9 - Painting / Coating - Inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005 / 5015 (BLUE)10 - Hydro-test Seat : Seat : 10/16 Kg/cm2; Body: 15 / 24 Kg/cm2Make-Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited KIRLOSKAR) |
| 31 | 150 mm dia |
| 32 | 200 mm dia |
| 33 | 300 mm dia |
| 34 | 400 mm dia |
| 35 | Repairing of sluice valve with the change of spendle (I.e. S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I. Kirloskar make. |
| 36 | 150 mm dia |
| 37 | 200 mm dia |
| 38 | 250 mm dia |
| 39 | 300 mm dia |
| 40 | 400 mm dia |
| 41 | Repairing of reflex valve with the change of flapper sheet i/c new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc. complete Kirloskar make. |
| 42 | 150 mm dia |
| 43 | 200 mm dia |
| 44 | 250 mm dia |
| 45 | 300 mm dia |
| 46 | 400 mm dia |
| 47 | Constructing masonry Chamber inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 10.00 |
| 48 | 90 x 90 x 100 cm. |
| 49 | 120 x 120 x 100 cm. |
| 50 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 51 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 52 | Hiring of Diesel Engine (Including cst of Diesel, Lubricant & Operator) |
| 53 | Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also)...DG Set / Generator 50 KVA |
| 54 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 55 | Hiring of Welding Set Running Time @ 6 Hrs. Please Enable Macros to View BoQ information |
