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| 1 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of water wound macadam. |
| 2 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion. |
| 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 | 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....Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm dia. |
| 5 | Providing and Laying S & S Centrifugaly Cast (Spun)/Ductile Iron Pipes conferming to IS : 8329. |
| 6 | 300 mm dia Ductile Iron Class K-7 pipes |
| 7 | 250 mm dia Ductile Iron Class K-7 pipes |
| 8 | 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. |
| 9 | 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 260 150 mm Dia2 - 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).... |
| 10 | 300 mm dia |
| 11 | 250 mm Dia |
| 12 | 400 mm Dia |
| 13 | 150 mm dia |
| 14 | 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.....120 x 120 x 100 cm. |
| 15 | Brick work with bricks of class designation 100 in super structure above plinth level up to floor five level in all shapes and size in cement mortar 1 : 4 (1 Cement : 4 C. Sand). |
| 16 | 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 17 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 18 | Hiring of Diesel Engine (Including cst of Diesel, Lubricant & Operator) |
| 19 | Hiring of Gas cutting Set With oxygen and LPG Running Time @ 6 Hrs. |
| 20 | Hiring of Welding Set Running Time @ 6 Hrs. |
| 21 | Hire Charge of Generator (Including cost Service of operating staff, supply of lubricating oil and diesel also)...DG Set / Generator 50 KVA |
| 22 | Dismantaling repairing of drains/culvert for crossing sewer line up to 300 mm dia i/c wall, chanels etc. making the same size including brick work 1:4 (1 cement : 4 C. Sand) brick of class designation 100 with neat cement punning & cement concrete 1:4:8 mix ((1 cement : 4 Coarse. Sand : 8 graded stone aggregate 40mm nominal size) etc. taking 40% old brick available at site (Approx qty. 1.17 Cum brick work) I/c disposal of unserviceble material within 50m. lead. (This rate only for plot sewer connection not for sewer development work) |
| 23 | 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. |
| 24 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. |
| 25 | 1.50 - 3.00 m |
| 26 | 3.00 - 4.50 m |
| 27 | 4.50 - 6.00 m |
| 28 | 6.00 -7.50 m |
| 29 | Centring and shuttering including strutting, propping etc. and removal of form for:-a) Foundation, footings, bases of columns etc. for mass concrete. |
| 30 | 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). |
| 31 | 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) |
| 32 | P/L Non-Pressure NP-3 class RCC Spigot Socketed pipe confirming to IS : 458 : 2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment testing of laid pipe as per direction of Engineer Incharge complete in all respect. ....1000 mm dia Sewer pipe |
| 33 | Constructing brick masonry circular type manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), in side cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 Cement : 3 C. Sand : 6 graded stone agg. 40 mm n.s.), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nomonal size.) finished with a floating coat of neat cement all complete as per standard design.0.91 m deep with S.F.R.C cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to IS : 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) i/c centering shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). With common burnt clay F.P.S. (non modular) bricks of class designation 100. |
| 34 | Extra depth for circuler type manhole 1.52 m internal dia (at bottom) with common burnt clay F.P.S. (non modular) class designation 100 beyond 2.30 m |
| 35 | 12 mm cement plaster of mix 1:4 (1 Cement : 4 C. Sand). |
| 36 | Neat Cement puning |
| 37 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12 mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactrue's permanent identification mark to be visible even after fixing, i/c fixing in manholes with 30 x 20 x 15 cm cement concrete block 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg.20 mm n.s.) complete as per design. |
| 38 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 39 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 c.sand: 4 graded stone agg. 20 mm n.s) cement plastered on both sides with cement mortar 1:3 (1cement: 3 c.sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete......For Pipes 350 to 450 mm dia |
| 40 | 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. Please Enable Macros to View BoQ information |
