|
| 1 | Dismantling of cement concrete floor work including base concrete including stacking of dismantled materials etc. as per direction of Engineer-in-charge . S.I.No.697 |
| 2 | Dismantling of reinforced cement concrete work including stacking of dismantled materials etc. as per direction of Engineer-in-charge . SI No. 694 |
| 3 | Providing and laying of Ferrow cement concrete in 1:2:4 cement approved coarse sand and 20 mm gauge approved stone ballast and mixing water proofing compound @ 1.0 kg/bg of cement in thickness of 5 cm average including making ridges and valley for proper drainage of roof water including embedding of expended metal zali o 6 gauge. SI No. - New item No. 2 P-54 |
| 4 | Cement concrete with 4cm gauge approved stone ballast, coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.No.281 |
| 5 | Providng and laying 8 to 10 mm thick Ivory or light shade vitrified tiles of 600mmx600mm size in 1:3 cement and coarse sand mortar finishing with cement slurry and with pigment grunting and polishing complete including supply and materials, labour, T&P etc. required for proper completion of work. SI no. New item -2 P-61 |
| 6 | Supply and fixing 5 mm thick china white glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials labour and tools etc. required for completion of the work. (size of tiles upto 200 x 300 mm) SI No. 628 |
| 7 | Supply and fixing of 110 mm Dia PVC pipe complete with rose heads bends .SI No.Chapter No19 New Item-3 Page no68 |
| 8 | Supply and fixing of 30mm thick commercial quality ISI marked ply or other approved plywood flush door shutters including supply of all materials , labour and T&P etc. required for proper completion of the work. S.I.No. 470 |
| 9 | Supply and fixing of 4 cm .(1 1/2\\"), thick Shisham wood door and window shutters with 1 cm (3/8\\")thick ply wood or pressed wood panels and fixing Shisham wood cleats and atops and including fixing and adjustment of hinges ,bolts ,locks , handles, springs and or other fitting but excluding their supply and including painting with two coats of Block japan on all iron fittings, if necessary. Fitting with necessary screws to be supplied departmentally.SI No.466 |
| 10 | Approximate cost of oxidized iron fittings provided for door and windows etc. SI No. 474 |
| 11 | Oil distmeper three coats on old work of approved make including cost of all materials, labour, tools and plants, etc. required for proper completion of the work .S.I.No. 651+650 |
| 12 | Finishing walls with Acrylic smooth exterior paint of approved make and quality on old work with a priming coat and two coats to give an even shade including supply of all materials, labour, T&P etc. required for proper completion of the work. 13.47 Lko SOR |
| 13 | Painting or Varnishing on new iron work in small areas or new wood work with two coats of ready mixed priming paint and one coat of approved superior quality ready mix paint or varnish including supply of all materials, labour, T&P etc. required for proper completion of the work paint to be used should confirm the I.S.I.No. 103 1950 S.I. No. 641+642 |
| 14 | Scraping old white or colour wash including disposal of refuse material as Directed by Engineer-in Charge with a distance of 60 meter.(200 feet) SI No708 |
| 15 | Providing and fixing 15 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Kanpur SOR 18.7.1 |
| 16 | Providing and fixing 20 mm nominal dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Kanpur SOR 18.7.2 |
| 17 | Providing and fixing of 15 mm brass bib cock of approved quality: and make inlcuding supply of all material labour T&P etc. required for proper completion of work Kanpur SOR. 18.15.1 |
| 18 | Providing and fixing of 15 mm brass stop cock of approved quality: and make inlcuding supply of all material labour T&P etc. required for proper completion of work Kanpur SOR. 18.15.2 |
| 19 | Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40mm flush bend, 20 mm over flow pipe, with specials of standardmake and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:White vitreous china dual purpose WC Pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend. Kanpur SOR 17.68.1 |
| 20 | Providing and fixing first quality Orissa pattern I.S.I. marked W.C. pan size 580mm of approved make with 10cm H.C.I. `P`trap of approved make with 10 liters low level flushing cistern with fittings of approved make I.S.I. marked with R.S. or C.I. brackets 32mm dia G.I. flush pipe with fittings & clamps, specials and mosquito proof couplings of approved municipal design, 32mm dia G.I. bend, 32mm dia G.I.socket, 15mm dia G.I. overflow pipe with specials and mosquito proof couplings of approved municipal design, 15mm dia brass stop co- ck (400 gms) plastic connection (1.5”x1”) with brass unions including supply of all materials, labour, T&P etc. required for proper completion of the work and painting of system and fittings with approved paint, cutting and making good the walls and floors where required with cement, sand and grit. The seat and trap shall have to be fixed over minimum 3” thick c.c. in proportion of 12:6:1 including supply of all materials, labor, T&P etc. complete. S.I.No. Kanpur SOR 17.1.1 |
| 21 | Providing and fixing Wash Basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Kanpur SOR 17.7.1 |
| 22 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, IS : 12701 marked, with cover and suitable lockingarrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. SI. No. New item No. 1 P-68 |
| 23 | Providing and fixing white vitreous china flat back or wall corner type lipped front Urinal Basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :One urinal basin with 5 litre white P.V.C. automatic flushing cistern Kanpur SOR 17.4.1 |
| 24 | Supply and fixing of M.S. Grill of approved design as per directed by Engineer-in-charge. including supply of all materials, labour, T&P etc. required for proper completion of the work. SI No. New Item No. 3 P- 53 |
| 25 | Construction of Septic tank and soak pit as per approved drawing and design and as per directed by Engineer-in-charge. Analysis |
| 26 | Construction of Manhole Chamber as per approved drawing and design and as per directed by Engineer-in-charge. Analysis |
| 27 | R.C.C. work with cement, approved coarse sand and 2cm gauge approved stone grit in proportion of 1:1.5:3 in lighter beam excluding supply of reinforcement and its bending but including its fixing and binding the same with binding wire and including necessary centering & shuttering etc also including supply of all materials, labour, T&P etc required for proper completion of the work binding wire to be supplied by the contractor free of cost. S.I.No.285 (i) |
| 28 | Same as item no.27 above but R.C.C. work in 1:1.5:3 in Slab work. S.I.No.284 (i) |
| 29 | M.S. or iron work in plain work such as R.C.C. or R.B. work wrought to required shape as necessary including bending for proper completion of the work including supply of steel, its westage and hooks & authorized overlapping shall be measured. S.I.No.504 |
| 30 | M.S. or iron work in heavy size such as trusses, built up gates, doors frames, rec-ord racks, roof work, gates etc. wrought to required from including drilling holes, revitting or welding where necessary and also including supply of steel, bolts, nuts westage etc and their fixing etc required for proper completion of the work. S.I.No.503 |
| 31 | 12mm thick plaster in 1:6 with cement, fine sand mortar minimum thickness is not to be less than 10mm including sup-ply of all materials, labour, T&P etc req-uired for proper completion of the work. S.I.No.17.58(i) |
| 32 | Supply and fixing of 3.8 to 4.7 mm thick panes of glass with equal or equivalent ISI mark quality putty, brads and springs and including supply of all materials labour, T&P etc required for proper completion of the work. S.I No. 812 (b) |
| 33 | Dismentling of brick work in cement and sand mortar including stacking of dismantled materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet). SI No. 692 |
| 34 | Excavation in foundations in Black cotton Soil (Loam clay, or sand) including lift upto 1.5m and lead upto 30 m. & including filling, watering and ramming of excavated Earth into the trenches or into the Space between the building and the sides of the foundation trenches or into plinth and removal and disposal of surplus earth as directed by the engineer-incharges upto a distance of 30m. from the foundation trenches.(S.I.No. 257) |
| 35 | Sand filling in plinth including supply of necessary quantity of sand from approved quarry including ramming and dressing etc. required for proper completion of work. S.I. No. 255 |
| 36 | R.C.C. work with cement approved coarse sand and 2 cm (3/4'') gauge approved stone grit in the proportion 1:2:4 Raft Foundation of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150SI no 287 |
| 37 | R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone grit in the proportion 1:1.5:3 in lintel work excluding reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150SI no 283 (i) |
| 38 | M-150 class brick work in 1:4 cement and Fine sand of 1.25 F.M. mortar in foundation and plinth Including cost all materials, labour & T&P, etc. required for proper completion of the work. S.I.No. 305 |
| 39 | M-150 class brick work in 1:6 cement and Fine sand of 1.25 F.M. mortar in super structure in one brick thick wall Including cost all materials, labour & T&P, etc. required for proper completion of the work but for wall of one brick thick. Add for extra labour. S.I.No. 303+309+310 |
| 40 | R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone grit in the proportion 1:1.5:3 in Coloum work excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-150SI no 289 |
| 41 | Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm gauge stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 80-100 tonnes in stages to proper grade and camber, applying and brooming requiste type of screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density for G-3 (MORD- 404 Item 2C Year 2018-19. Analysis |
| 42 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502/ Analysis |
| 43 | providing and applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom. Analysis |
| 44 | Providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) 5 cm thick with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507 complete in all respects. Analysis |
| 45 | Providing and laying Bitumenous concrete 3 cm thick with 100.120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects. Analysis |
| 46 | Supply and laying of 125 microne polythene sheet of approved quality including cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. |
| 47 | Plain Cement concrete in 1:1.5:3 with cement, coarse sand and 2 cm gauge stone grit including cost all materials, labour & T&P, etc. required for proper completion of the work. Analysis |
| 48 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI. No. 504 |
| 49 | Maintenance of First year @ 0.00% of Total Amount of road work from S.No. 41 to 48 only |
| 50 | Maintenance of Second year @ 0.25% of Total Amount of road work from S.No. 41 to 48 only |
| 51 | Maintenance of Third year @ 0.50% of Total Amount of road work from S.No. 41 to 48 only |
| 52 | Maintenance of Fourth year @ 0.75% of Total Amount of road work from S.No. 41 to 48 only |
| 53 | Maintenance of Fifth year @ 1.00% of Total Amount of road work from S.No. 41 to 48 only Please Enable Macros to View BoQ information |