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| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road. |
| 2 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Water bound macadam road. |
| 3 | 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) |
| 4 | Earth work in excavation by mechanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a 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 Engineer-in-Charge. All kinds of soil. |
| 5 | Repairing of Existing AC/CI/DI water line i/c all required materials such as CID joint, rubber packing, nut & bolts, bailing out of water, all labour and T&P i/c cutting of pipe etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe) |
| 6 | 350 mm dia |
| 7 | 300 mm dia |
| 8 | 250 mm dia |
| 9 | 200 mm dia |
| 10 | 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. |
| 11 | 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) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 13 | P/F Reflex Valves upto 600mm dia shall conform to IS5312 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-à-vis horizontal axis; SS AISI 410 stub pins & slant seat design. with comple Component & Material of construction following below :- |
| 14 | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 |
| 15 | 2- Hinge pin (single door)/Stub pin (multidoor type) - SS AISI 410 |
| 16 | 3- Seat & Face rings - gun metal : IS 318 Gr. LTB 2 |
| 17 | 4- Rivets - Soft annealed bress |
| 18 | 5- Fasteners - Carbon steel |
| 19 | 6- Flange Drilling - IS 1538 Table 4 |
| 20 | 7- PN - 1.0 |
| 21 | 8- By - pass arrangement - Optional |
| 22 | 9- Painting/Coating Inside & Outside epxy liquid coated; DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 23 | 10- Hydro-test Seat: 10/16 Kg/cm2; Body: 15/24 Kg/cm2 Made - Indian Valve Pvt. Ltd. (IVC) / Kirloskar Brothers Limited (KIRLOSKAR) |
| 24 | 150 mm dia |
| 25 | 200 mm dia |
| 26 | 250 mm dia |
| 27 | 300 mm dia |
| 28 | 350 mm dia |
| 29 | 400 mm dia |
| 30 | P/F Sluice Valve shall generally conform to IS 14846 with latest amendment, with length over flanges 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 :- |
| 31 | 1- Body/Door/Dome - Cast Iron IS 210 Gr. FG 260 |
| 32 | 2- Spindle - Non rising : Stainless Steel AISI 410 |
| 33 | 3- Body seat/Door face - Gun metal : IS 318 Gr. LTB 2 (rings to be press fitted and riveted; no screws allowed) |
| 34 | 4- Rivets - Soft annealed bress |
| 35 | 5- Spindle Nut - Gun metal : IS318 Gr. LTB 2 |
| 36 | 6- Stem seal - Greased Hemp |
| 37 | 7- Fasteners - Carbon steel |
| 38 | 8- Flange Drilling - IS 1538 Table 4 & 6 |
| 39 | 9- PN 1.0 |
| 40 | 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. |
| 41 | 11- Painting/Coating - Inside & Outside epoxy liquid coated : DFT minimum 250 micron, shade RAL 5005/5015 (BLUE) |
| 42 | 12- Hydro-test - (Open Ended only) Seat : 10/16 Kg./cm2 : Body : 15/24 Kg/cm2 |
| 43 | 13- Upto 600 mm dia Mannual Operated & above 600mm Gear box. |
| 44 | Make:- Indian Valve Pvt. Ltd. (IVC)/ Kirloskar Brothers Limited (KIRLOSKAR) |
| 45 | 150 mm dia |
| 46 | 200 mm dia |
| 47 | 250 mm dia |
| 48 | 300 mm dia |
| 49 | 350 mm dia |
| 50 | 400 mm dia |
| 51 | 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. |
| 52 | 150 mm dia |
| 53 | 200 mm dia |
| 54 | 250 mm dia |
| 55 | 300 mm dia |
| 56 | 350 mm dia |
| 57 | 400 mm dia |
| 58 | Repairing of reflex valve with the change of flapper sheet i/e new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc. |
| 59 | 150 mm dia |
| 60 | 200 mm dia |
| 61 | 250 mm dia |
| 62 | 300 mm dia |
| 63 | 350 mm dia |
| 64 | 400 mm dia |
| 65 | 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 |
| 66 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a 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 Engineer-in-Charge. All kinds of soil. |
| 67 | Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 68 | Repairing of Existing PVC water line including 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) |
| 69 | 90 mm dia |
| 70 | 110 mm dia |
| 71 | 140 mm dia |
| 72 | 160 mm dia |
| 73 | 200 mm dia |
| 74 | 250 mm dia |
| 75 | S/o PVC pipe 6 Kg/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.) |
| 76 | 90 mm dia |
| 77 | 110 mm dia |
| 78 | 140 mm dia |
| 79 | 160 mm dia |
| 80 | 200 mm dia |
| 81 | 250 mm dia |
| 82 | 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 up to 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.) |
| 83 | 110 mm dia PVC 6 Kg/Cm2 |
| 84 | 140 mm dia PVC 6 Kg/Cm2 |
| 85 | 160 mm dia PVC 6 Kg/Cm2 |
| 86 | 200 mm dia PVC 6 Kg/Cm2 |
| 87 | 250 mm dia PVC 6 Kg/Cm2 |
| 88 | P/L following size of Finolex makes PVC pipes 10 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 up to 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.) |
| 89 | 200 mm dia with coupler @ 10 Kgf/Cm2 Pressure with i/c all PVC standerd Specials |
| 90 | P/F MS specials such as Tee, Bends, 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. |
| 91 | Constructing masonry Chamber 90x90x100 cm 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 100 Please Enable Macros to View BoQ information |
