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| 1 | Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I of nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix). |
| 2 | Dismentling manually by mechanical means I/c stacking of serviceable material and disposal of unserviceable material within 50 m lead; bituminous road. |
| 3 | Earth work in excavation by mecanical means (hydraulic excavater)/manual means in over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil.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 excavation only after getting permission of E/I. |
| 4 | Supply of PVC pipe 6Kg/cm2 pressure with required PVC standard special confirming to IS : 4985-2000 with latest amendment Make- Finolex Industries Ltd./Kisan/Supreme Industries Ltd. (Rate as per comparative statement per Rm.) |
| 5 | a) 250 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 6 | Reparing existing AC/CI/DI Water line I/call 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 Exclyding cost of Excavation filling and M.S. Special) |
| 7 | 250 mm dia. |
| 8 | 300 mm dia. |
| 9 | 350 mm dia. |
| 10 | 400 mm dia. |
| 11 | 500 mm dia. |
| 12 | Reparing of existing PVC water line I/c bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of excavation filling and PVC pipe) |
| 13 | a) 250 mm dia PVC line |
| 14 | Reparing of existing PSC line I/c cutting of pipe, bailing out of water P/F by diesal engine but excluding cost of excavation, filling & M.S. Special, Welding Set, D.G.Set & Gas Cutter etc. complete as per direction of E/I. |
| 15 | a) 400 mm dia PSC line |
| 16 | b) 500 mm dia PSC line |
| 17 | c) 600 mm dia PSC line |
| 18 | P/F M.S. Special such Tee, Bends, collars, Tapers cap pieces pipes including flange ends as required painting, cutting, welding as per site requirement of MS pipe thickness etc. complete in all respect as per the direction of E/I. |
| 19 | 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. |
| 20 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 21 | As in item no 279 above but in proportions of 8:4:1 |
| 22 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : |
| 23 | 1:11/2:3 (1 Cement : 11/2 C. Sand (zone-cum III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 24 | Providing & fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of E/I. (external work). |
| 25 | a) 15 mm nominal outer dia pipes. |
| 26 | b) 20 mm nominal outer dia pipes. |
| 27 | 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 E/I, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Repairing of sluice valve with the charge of spendle (i.e. S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper property complete as per direction of E/I. |
| 29 | a) 400 mm dia Kirloskar make |
| 30 | b) 450 mm dia Kirloskar make |
| 31 | c) 500 mm dia Kirloskar make |
| 32 | d) 600 mm dia Kirloskar make |
| 33 | 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. |
| 34 | a) 400 mm dia Kirloskar make |
| 35 | b) 450 mm dia Kirloskar make |
| 36 | c) 500 mm dia Kirloskar make |
| 37 | d) 600 mm dia Kirloskar make |
| 38 | Providing and fixing sluice valve Shall generally conform to IS 14816 with latest amendment , with length over flanges as per PD of IS14846 corresponding to BS EN - 558/ISO 5752 Basic Series 3 in CI construction having metal seating ( IS 318 Gr. LTB 2) with complete Component & Material of construction following below :- |
| 39 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 40 | 2 - Spindle - Non rising, Stainless Steel AISI 410 |
| 41 | 3 - Body seat / Door face - Gun metal : IS 318 Gr. LTB 2 ( risngs to be press fitted and riveted ; no screws allowed) |
| 42 | 4 - Rivets - Soft annealed brass |
| 43 | 5 - Spindle Nut - Gun metal : IS 318 Gr. LTB 2 |
| 44 | 6 - Stem seal - Greased Hemp |
| 45 | 7 - Fasteners - Carbon steel |
| 46 | 8 - Flange Drilling - IS 1538 Table 4&6 |
| 47 | 9 - PN 1.0 |
| 48 | 10 - 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 Plug |
| 49 | 11 - Painting / Coating - Inside & Outside epoxy liquid coated ; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 50 | 12 - Hydro-test - ( Open Ended only ) Seat : 10/16 Kg/cm2; Body: 15/24 Kg/cm2 |
| 51 | 13 - Upto 600 mm dia Manual Operated & abov 600 mm Gear box Make- Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 52 | a) 300 mm dia Kirloskar make |
| 53 | b) 350 mm dia Kirloskar make |
| 54 | c) 400 mm dia Kirloskar make |
| 55 | d) 450 mm dia Kirloskar make |
| 56 | e) 500 mm dia Kirloskar make |
| 57 | f) 600 mm dia Kirloskar make |
| 58 | P/F Reflex Valves 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 slnted (and not perpendicular) vis-à-vis horizontal axis, SS AISI 410 stub pins & slant seat design. with complete component & material of Construction following below :- |
| 59 | 1 - Body / Door / Dome - Cast Iron IS 210 Gr. FG260 |
| 60 | 2 - Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 |
| 61 | 3 - Seat & Face rings- Gun metal IS 318 Gr. LTB 2 |
| 62 | 4 - Rivets - Soft annealed brass |
| 63 | 5 - Fasteners - Carbon steel |
| 64 | 6 - Flange Drilling - IS 1538 Table 4 |
| 65 | 7 - PN 1.0 |
| 66 | 8 - By-pass arrangement - Optional |
| 67 | 9 - Painting/Coating inside & Outside epoxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 68 | 10 - Hydro-test Seat: 10/16 Kg/cm2;Body : 15/24 Kg/cm2 Make-Indian Valve Pvt. Ltd. (IVC)/Kirloskar Brothers Limited (Kirloskar) |
| 69 | a) 300 mm dia Kirloskar make |
| 70 | b) 350 mm dia Kirloskar make |
| 71 | c) 400 mm dia Kirloskar make |
| 72 | Constructing masonary chamber 120 x 120 x 100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 100. |
| 73 | 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. |
| 74 | In gratings, frames, guard bar, ladders, railings, brackets, gates & similar works |
| 75 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets depth upto 1.5m i/c getting out the excavated materials, returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m. 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 excavation only after getting permission of E/I. |
| 76 | a) Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 77 | P/L following size of Finolex makes PVC pipes 6 Kg/Cm2 with required PVC standard special confirming to IS codes with latest amendment and lowering the same trenches and laying true to alignment and gradient complete I/c the cost of cutting of pipes for making upto length and making joints I/c cost of socket, plstochem PV-85 PVC solvent cement complete. PVC pipe must be confirming to IS : 4985-2000 with latest amendment Make-Finolex Industries Ltd. /Kisan/Supreme industries Ltd. (Rate As per Comparative Statement per Rm.) |
| 78 | a) 110 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVCstandard Specials |
| 79 | b) 140 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVCstandard Specials |
| 80 | c) 160 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVCstandard Specials |
| 81 | d) 200 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVCstandard Specials |
| 82 | e) 250 mm dia with coupler @ 6 Kg/Cm2 Pressure with i/c all PVCstandard Specials Please Enable Macros to View BoQ information |
