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| 1 | Earth work in cutting or in embankment in black cotton soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Excluding royality) SI No. 273 |
| 2 | Providing, laying, spreading and consolidation of stone dust from approved querry for blanket coat including spreading in uniform thickness. (Analysis) |
| 3 | Construction of Granular Sub Base by providing well graded material Grading 1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401 |
| 4 | Providing, laying, spreading and compacting 45-63mm gauge stone aggregates of specific sizes 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 grading II as per technical specification clause |
| 5 | Supply and laying of 125 microne polythene sheet of approved qualityincluding cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. |
| 6 | 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 |
| 7 | Excavation in foundation in black cotton soil including lift up to 1.5m (5ft) and lead up to 30m (100ft) and including filling watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth as directed by the Engineer-in-charge up to a distance of 30m from the foundation trenches.S.I.No. 257 |
| 8 | Sand filling in plinth including supply of necessary quantity of sand from outside of mandi yard including watering, ramming dressing etc. including cost of all materials, labour, tools and plants etc. required for proper completion of the work. including royalty and all taxes. S.I.No. 255 |
| 9 | Cement concrete with 4 cm gauge stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation & under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.No. 281. |
| 10 | M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work.S.I.No. 305 |
| 11 | R.C.C. work with cement approved coarse sand and 2 cm. gauge approved stone grit in proportions of 1:2:4 in raft foundation excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and supply of all material labour, tools and plants required for proper completion of the work including cost of binding wire. S.I.No. 287 & Analysis. |
| 12 | Same as item no. 11 above but R.C.C. work with cement, coarse sand & 2cm gauge stone grit in 1:1.5:3 in Slab work. S.I.No.284(i) |
| 13 | R.C.C. work with cement approved coarse sand and 4cm (1.5\"\") gauge approved srone ballast in the proportion 1:1.5:3 in Lintel work of reinforcement and its bending but including its fixingand bindingthe 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. SIno 283 (i) |
| 14 | R.C.C. work with cement approved coarse sand and 4cm (1.5\"\") gauge approved srone ballast in the proportion 1:1.5:3 Raft Foundation of reinforcement and its bending but including its fixingand bindingthe 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-150SIno 287 & Analysis |
| 15 | 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 |
| 16 | R.C.C. work with cement approved coarse sand and 2cm (3/4\"\") gauge approved srone grit in the proportion 1:2:4 in lighter beam excludingreinforcement and its bending but including its fixingand bindingthe 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-150SIno 283 (i) |
| 17 | First 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 |
| 18 | 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 fixingand bindingthe 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-150SIno 289 |
| 19 | 12mm thick plaster in 1:4 cement and coarse sand mortar thickness not to be less then 10mm including supply of all materials ,labour and tools & plants etc. required for proper completion of work. (S.I.No. 17.58ii) |
| 20 | Finishing walls with acrylic smooth exterior paint of required shado new work and including priming coat of exterior paint (DSR 13.46.1) |
| 21 | R.C.C. work with cement, approved coarse sand and 2cm gauge approved stonegrit in proportion of 1:1.5:3 in Raft foundation and footing excluding supply ofreinforcement and its bending but including its fixing and binding the same with binding wire and including necessary centering and 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.287 (i) |
| 22 | M.S. or iron work in heavy size such as trusses, built up gates, doors frames,record 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 westageetc and their fixing etcrequired for proper completion of the work. S.I.No.503 |
| 23 | Boring and casting of 30 cm dia piles of double under reamed of 75 cm dia bulb and 3.50 meter deep below ground level consisting 4 nos. 12 mm dia main bar and 6mm rings @ 25cm c/c filled with C.C. in 3:1.5:1 with 2 cm gauge stone grit, coarse sand & cement including supply of all materials, labour, T&P etc. required for proper completion of the work. Analysis. |
| 24 | 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 includingsupply 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 |
| 25 | Dismantling A.C. Sheet roofs walls and partition including purling and bettens and vertical supports and including stacking of materials as directed by Engineer in charge with an distance of 60 mt (200 feet).SI No.701 |
| 26 | Supply & Fixing of Tubular Trusses wrought to required from as per drawing including drilling holes cutting in size. Welding the same also including erection of trusses and fixing includingcost of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 27 | Providing and fixing Precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by engineer-in-charge) 0.50mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 28 | Same as Item No. 3 above but for Ridge work including supply of all materials, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge . |
| 29 | 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 |
| 30 | 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 |
| 31 | Supply and fixing of 100 mm Dia PVC pipe complete with rose heads bends .SI No.Chapter No19 New Item-3 Page no68 |
| 32 | 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 |
| 33 | 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 fixingShisham 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 |
| 34 | Approximate cost of oxidized iron fittings provided for door and windows etc. SI No. 474 |
| 35 | Oil distmeper two 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 |
| 36 | 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 |
| 37 | Providing and fixing 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.(A)15 mm nominal dia Pipes DSR 18.7.1-2021 |
| 38 | (B)20 mm nominal dia Pipes DSR 18.7.2-2021 |
| 39 | Providing and fixing brass bib cock of approved quality:DSR18.15.1-2021 15 mm nominal bore |
| 40 | Providing and fixing brass stop cock of approved quality :DSR18.16.1-2021 15 mm nominal bore |
| 41 | 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.DSR 17.68.1-2021 |
| 42 | 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 DSR 17.7.1-2021 |
| 43 | 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 |
| 44 | 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 DSR 17.4.1 -2021 |
| 45 | 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 |
| 46 | Construction of Septic tank and soak pit as per approved drawing and design and as per directed by Engineer-in-charge. Analysis |
| 47 | Construction of Manhole Chamber as per approved drawing and design and as per directed by Engineer-in-charge. Analysis |
| 48 | M-150 class brick work in 1:4 cement & coarse sand in super structure in Half Brick thick wall including supply of all material labour, tools and plants required for proper completion of the work. S.I.No.- (305+309+310a) |
| 49 | Providing & fixing of brass ball Valve 15mm dia of approvedquality ISI marked high or low pressure with plastic floats complete including threading the pipe as required for proper completion of the work. S.I.No- |
| 50 | Providing & fixing 15mm dia chlorinated polyvinyl chloride ( CPVC ) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass thereaded fitting I/C fixing the pipe with clamps at 1 meter spacing including cutting , testing of joints complete as per direction of engineer in charge (DSR-18.8.1) |
| 51 | Providing & fixing 20 mm dia chlorinated polyvinyl chlorid( CPVC ) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass thereaded fitting I/C fixing the pipe with clamps at 1 meter spacing including testing of joints complete as per direction of engineer in charge (DSR-18.8.2) |
| 52 | Bringing the rig machineto the site of installation including its all accessories and necessary T&Prequired for drilling of bore hole including its cartage, loading, unloading and dismantling of the same after completion of the workas directed by the Engineer-in-charge. N.S. |
| 53 | Drilling of bore hole by rig machine 163/ 115 mm dia up to 60 meter depth as required to obtain the approved water bearing strata and including collection of the earth sample of different strata mat during the process of drilling.N.S. |
| 54 | Supply & Lowering of 140mm dia 6 kg/cm.approved quality I.S.I. marked P.V.C. pipe including lowering of 140mm dia P.V.C. pipe into the bore hole including jointing the pipe with the approved quality of solution including riveting or screwing of the same as directed by the Engineer-in-charge also including supply and cost of all materials, labour, T&P etc. required for proper completion of the work. New Item 2 P-68 |
| 55 | Supply & lowering of 32 mm dia chlorinated polyvinyl chlorid( CPVC ) pipes, having thermal stability for hot and cold water supply, including all cpvc plain and brass thereaded fitting I/C fixing the pipe with clamps at 1 meter spacing including testing of joints complete as per direction of engineer in charge (DSR 18.7.4-2021) |
| 56 | 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. |
| 57 | 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 |
| 58 | Dismantling of flagged stone floor work including base concrete including stacking of dismantled materials etc. as per direction of Engineer-in-charge . S.I.No.698 |
| 59 | Dismantling of girders, trusses and other steel work including stacking of disma-ntled materials etc. as per direction of Engineer-in-charge . S.I.No.702 |
| 60 | Dismantling of doors or windows including chaukhats with hold fasts including stacking of dismantled materials etc. as per direction of Engineer-in-charge . S.I.No.703 |
| 61 | Dismantling of reinforced cement concrete work including stacking of dismantled materials etc. as per direction of Engineer-in-charge . S.I.No.694 |
| 62 | Dismantling of grey corrugated asbestos sheet roofing including stacking of dismantled materials etc. as per direction of Engineer-in-charge . S.I.No.701 |
| 63 | 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) |
| 64 | Providing and fixing ofAC sheet strips of 10 cm deep and 6 mm thick in jointsof floor and skirting at the time of laying floor, flush with floor level including labour, T&P etcrequired for proper completion of the work.Analysis |
| 65 | M.S. or iron work in small size & section such as holding down bolts, hold fasts, tie rods, gratings etc. ( when not included is an over all rates ) wrought to required from excluding supply of steel bolts, nuts etc. and including their fixing etcrequir-ed for proper completion of the work. S.I.No.502 |
| 66 | Supply and fixing of4 cm thick sheesham wood fully glazed window shutter including supply and fixing of wooden cleats and stops including fixing and adjustment of hings, bolts, locks, handles, spring and other fittings but excluding their supply and including fixing the glass panes with putty and brad glass to be 4 mm thick fitting with necessary screws.S.I.No.424 |
| 67 | 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) |
| 68 | Extra labour and material for plaster over rough face of one brick wall.SI No. 596 P-40 |
| 69 | 2 cm thick cement plaster in dado or skirting in 1:2 cement and coarse sand laid in panels, finished with 3 mm floating coat of neat cement including supply of all materials, labour, T&P etc required for proper completion of work.SI No. 597 |
| 70 | Supply and fixing ofRolling Shutters of approved make made of 80x1.25mm cold rolled M.S. Lath inter locked throughout their entire length and joined together at the end by end locks and mounted on specially designed pipe shaft with brack- ets side guides and arrangements for insi- de and outside locking with push and pull operation complete but excluding the cost of top cover and springs.S.I.No.520 |
| 71 | Providing and fixing ofTop cover for rolling shutters. S.I.No.522 |
| 72 | Providing and fixing of27.5 mm long wire springs grade 2 for rolling shutters. S.I.No.521 |
| 73 | Providing and fixing ofball bearing for rolling shutters.S.I.No.523 |
| 74 | One priming coat and two coat of oil distemper on new work including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.No.649+650 |
| 75 | Dismantling of existing plaster including disposal of refuse as directed by Engineer-in-charge within a distance of 60 meter SI No 706 |
| 76 | Earth work in cutting or in embankment in black cotton soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (Excluding royality) SI No. 273 For road work only |
| 77 | Providing, laying, spreading and consolidation of stone dust from approved querry for blanket coat including spreading in uniform thickness. (Analysis) For road work only |
| 78 | Construction of Granular Sub Base by providing well graded material Grading 1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401 For road work only |
| 79 | Providing, laying, spreading and compacting 45-63mm gauge stone aggregates of specific sizes 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 grading II as per technical specification clause. For road work only |
| 80 | Water Bound Macadam (53-22.4) G-3:- Providing, laying, spreading and compacting stone aggregates of specific sizes 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 (MORD- 404 Item 2C Year 2018-19 For road work only |
| 81 | 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 |
| 82 | Providing and Applying Tack Caot with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom. |
| 83 | Providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M.) 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 thehot 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. For road work only |
| 84 | Providing and laying Bitumenous concretewith 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 5.40percent by weight of total mix and filler transporting the hot mixto 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 clauseno.508 SI no.509 complete in all respects. |
| 85 | Supply and laying of 125 microne polythene sheet of approved qualityincluding cost of all materials, labour, T&P etc. required for proper completion of the work as directed by Engineer-in-charge. For road work only |
| 86 | 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.For road work only |
| 87 | 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 For road work only |
| 88 | Maintenance of First year (0.00% of Total Amount of road work) From S.No. 76 to 87 only |
| 89 | Maintenance of Second year (0.25% ofTotal Amount of road work) From S.No. 76 to 87 only |
| 90 | Maintenance of Third year (0.50% ofTotal Amount of road work) From S.No. 76 to 87 only |
| 91 | Maintenance of Fourth year (0.75% ofTotal Amount of road work) From S.No. 76 to 87 only |
| 92 | Maintenance of Fifth year (1.00% ofTotal Amount of road work) From S.No. 76 to 87 only |
