| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan)including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil. | 2.8.1 | 135 | Cum |
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| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:5:10 (1 cement :5coarse sand : 10 graded stone aggregate 40mmnominal size) | 4.1.10 | 41.85 | Cum |
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| 3 | 3 | Centering shuttering including struttings propping etc. and removal of form work for foundations, footings , bases for columns.- Using steel sheet with M.S.frames | 4.3.1 | 570 | Sqm |
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| 4 | 4 | Providing and laying in position cement \nconcrete of specified grade excluding the\ncost of centering and shuttering.- All work upto plinth level -1:3:6 (1 cement :3coarse sand : 6 graded stone aggregate 20mmnominal size) | 4.1.5 | 68 | Cum |
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| 5 | 5 | Providing and laying in position cement \nconcrete of specified grade excluding the\ncost of centering and shuttering.- All work upto plinth level -1:2:4 (1 cement:2coarse sand : 4 graded stone aggregate 20mm nominal size) | 4.1.3 | 2 | Cum |
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| 6 | 6 | 6mm cement plaster of mix 1:3 (1 cement : 3 sqm fine sand). | 13.16.1 | 445 | Sqm |
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| 7 | 7 | Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller,or\nwooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (payment will be made based on level measurement) | 2.27C.1 | 300 | Cum |
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| 8 | 8 | Providing, laying, spreading and compacting \nstone aggregates of specific sizes to water\nbound macadam specification including\nspreading in uniform thickness, hand\npacking, rolling with smooth three wheeled\nsteel roller 8-10 tonnes in stages to\nproper grade and camber, applying and\nbrooming requisite Crushable type such as\nmoorum / gravel for screening and gravel\nfor binding to fill up the interstices of\ncoarse aggregate, watering and compacting\nto the required density - by manual means -\nWater bound macadam Gr-I with Gravel for screening. (As per MoRTH specification, 4th Revision) | 4.91B | 105 | Cum |
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| 9 | 9 | Providing, laying, spreading and compacting \nstone aggregates of specific sizes to water\nbound macadam specification including\nspreading in uniform thickness, hand\npacking, rolling with smooth three wheeled\nsteel roller 8-10 tonnes in stages to\nproper grade and camber, applying and\nbrooming requisite Crushable type such as\nmoorum / gravel for screening and gravel\nfor binding to fill up the interstices of\ncoarse aggregate, watering and compacting\nto the required density - by manual means -\nWater bound macadam Gr-II with Gravel or Moorum for screening. (As per MoRTH specification, 4th Revision) | 4.92C | 80 | Cum |
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| 10 | 10 | Cleaning the existing W.B.M. road surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive ment. As per clause no 502.4.2 and 503.3.1 of MOST specification. | 6.1MO | 1070 | Sqm |
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| 11 | 11 | Providing and applying tack coat on the prepared surface, heating bitumen in boiler and spraying the bitumen with sprayset fitted on bitumen boiler - on granular base such as WBM and WMM surfaces not bitumen primed. Rate of application 10kg/10sqm. | 6.5F.1 | 1070 | Sqm |
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| 12 | 12 | providing and laying open graded premix carpet 25 mm thick on prepared surface in a single course as wearing course composed of specified size of stone aggregates premix with a bituminous binder in mini hot mix plant 6 to 10 tonne laying manually and rolling with power roller 8 to 10 tonne but excluding cost of cost of primer/tack coat. As per clause no 509 of MOST specification. | 6.11C.MO | 1070 | Sqm |
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| 13 | 13 | Providing and applying premixed seal coat type `B' comprising of thin application of fine aggregate premix with bitumen binder in mini hot mix plant,carriage manually of mixed material and laying and rolling with power roller 8 to 10 tonne. As per clause no 513 of MOST specification. | 6.17MO | 1070 | Sqm |
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| 14 | 14 | Structural steel work in single section\nfixed with or without connecting plate\nincluding cutting,hoisting, fixing in\nposition and applying coat of approved\nsteel primer all complete. | 10.1 | 170 | Kg |
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| 15 | 15 | Cement concrete flooring 1:2:4 (1 cement :2 \ncoarse sand : 4 graded stone aggregate)\nfinished with a floating coat of neat\ncement including cement slurry, but\nexcluding the cost of nosing of steps etc.\ncomplete. 40mm thick with 20mm nominal size\nstone aggregate. | 11.3.1 | 72 | Sqm |
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| 16 | 16 | Providing , hoisting and fixing upto floor \nfive level precast reinforced cement\nconcrete work in string courses, bands,\ncopings, bed plates, anchor blocks, plain\nwindow sills and the like, including the\ncost of required centering, shuttering but\nexcluding cost of reinforcement , with\n1:2:4 (1 cement : 2 coarse sand : 4 graded\nstone aggregate 20mm nominal size) | 5.12 | 2.5 | Cum |
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| 17 | 17 | Reinforcement for R.C.C work including \n straightening , cutting , bending , placing\n in position and binding all complete -\n Thermo - Mechanically treated bars(ISI\nBRAND OF APPROVED MAKE) including placing the M30 grade Athees make cover block @ 60cm centre to centre | 5.22.7 | 300 | Kg |
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| 18 | 18 | Earthwork in surface excavation not sqm \nexceeding 30cm in depth but exceeding 1.5m\nin width as well as 10 sqm on plan\nincluding disposal of excavated earth upto\n50m and lift upto 1.5m, disposed soil to be\nlevelled and neatly dressed. - All kinds of\nsoil. | 2.1.1 | 1130 | Sqm |
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