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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 | Hiring of Diesal Engine (including cost of Diesel, lubricent & Operation) |
| 5 | 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.). |
| 6 | 90 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 7 | 110 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 8 | 140 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 9 | 160 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 10 | 200 mm dia with coupler @ 6 Kgf/Cm2 Pressure |
| 11 | 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) |
| 12 | 200 mm dia. |
| 13 | 250 mm dia. |
| 14 | 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) |
| 15 | 90 mm dia PVC line |
| 16 | 110 mm dia PVC line |
| 17 | 140 mm dia PVC line |
| 18 | 160 mm dia PVC line |
| 19 | 200 mm dia PVC line |
| 20 | 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. |
| 21 | Hiring of Gas cutting Set with oxygen and LPG Running Time @ 6 Hrs. |
| 22 | Hiring of Welding Set Running Time @ 6 Hrs |
| 23 | Hire charge of Generator (including cost Service of operating staff, supply of lubriceting oil and diesel also)... DG Set/Generator 50 KVA |
| 24 | 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. |
| 25 | Providing and laying Cement Concrete of specified grade exculding the cost of centring and shuttring -All work up to plinth level 1:4:8 ( 1 Cement : 4 Core Sand (zone-III) :8 graded stone aggerate 40 mm nominal size) |
| 26 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level : 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). |
| 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 | 150 mm dia Kirloskar make |
| 30 | b) 200 mm dia Kirloskar make |
| 31 | 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) |
| 32 | 100 mm dia Kirloskar make |
| 33 | 150 mm dia Kirloskar make |
| 34 | 200 mm dia Kirloskar make |
| 35 | 300 mm dia Kirloskar make |
| 36 | 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. |
| 37 | 150 mm dia Kirloskar make |
| 38 | 300 mm dia Kirloskar make |
| 39 | Constructing masonary chamber 90 x 90 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. |
| 40 | 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, ladders, railings, brackets, gates & similar works Please Enable Macros to View BoQ information |
