| 1 | 1 | Construction of internal road | | | |
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| 2 | 2 | Cutting of trees, including cutting of trunks, branches and removal of stumps ,roots, stacking of serviceable material with all lifts and up to a lead of 1000m and earth filling in the depression/pit.\na) Girth from 300mmto 600mm | item2 | 20 | each |
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| 3 | 3 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm,removal of stumps of trees cut earlier and disposal of un serviceable materials and stacking of serviceable materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness.\nIn area of light jungle\n | item3 | 1.03 | Hectare |
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| 4 | 4 | Excavation for roadway in soil using manual means includind loading in truck for carrying of cut earth to embankment site with all lifts and lead up to 1000 metres. | item4 | 207 | cum |
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| 5 | 5 | Construction of embankment with approved material obtain from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slop and compacting to meat requirement of table 300-2 (including cost of testing of materials at site and laboratory as directed by the deptt)\n\n | item5 | 43085 | cum |
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| 6 | 6 | Construction of subgrade and earthen shoulders with approved material obtain from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slop and compacting to meat requirement of table 300-2 (including cost of testing of materials at site and laboratory as directed by the deptt) | item6 | 2754 | cum |
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| 7 | 6.1 | Extra lead beyond initial lead of 3.00KM\nConsidering 2.00 km beyond initial lead of 3.00KM\n | item7 | 2754 | cum/km |
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| 8 | 7 | Compacting original ground supporting subgrade(Loosening of the ground up to a level of 500mm below the subgrade level,watered graded and compacted in layer to meet requirement of table 300-2 for subgrade construction) | item8 | 2410 | cum |
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| 9 | 8 | Construction of granular sub base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl 401(including cost of testing of materials at site and laboratory as directed by the deptt.)\nFor grading -1 material\n | item9 | 931 | cum |
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| 10 | 9 | Water Bound Macadam(Providing, laying spreading and compacting stone agreegate of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with bibratory roller 8-10 tones in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fillup the interstices of course agreegate,watering and compacting to the required density(with an initial lead of 5 .00km)\nBu manual means.\n | | | |
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| 11 | 9.1 | Grading-I\nUsing screening Crushable Type such as moorum or gravel.\n | item11 | 543 | cum |
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| 12 | 9.2 | Grading-II\nUsing screening Crushable Type such as moorum or gravel.\n\n | item12 | 543 | cum |
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| 13 | 10 | Providing and laying Interlocking concrete block pavement (ICBP) conforming to IS: 15658-2006 including all lead and lift complete as per technical specification and as directed.\n80mm thick interlocking, precast blocks having compressive strength of 40N/Sqmm\n\n | item13 | 7238 | sqm |
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| 14 | 11 | Providing and laying M-40 Grade cement concrete edge block/Edge restrais complete as per Technical specification clause 1504. | item14 | 177 | cum |
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| 15 | 12 | Cost of Haulage Excluding loading and Unloading. | item15 | | |
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| 16 | 12.01 | Surface Road=10.00Km | item16 | 2017 | cum/km |
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| 17 | 12.02 | Unsurface Gravelled Road=34Km | item17 | 2017 | cum/km |
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| 18 | 12.03 | Katcha Track and Track river bed=5.0 Km | item18 | 2017 | cum/km |
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| 19 | 13 | Construction of Road side RCC Drain | | | |
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| 20 | 14 | Earthwork in excavation for foundation trenches of walls, retaining walls, footing of columns steps, septic tanks etc. including refilling (return filling) the quantity as necessary in return filling after completion of work, filling dressing, watering and ramming etc. and removal of the surplus earth with all lead and lifts as directed and specified. Including refilling the quantity as required for completion, ramming etc. and removal of surplus earth with all lead lifts as directed and specified.\nUpto a depth of 2m below the existing Ground Level\n(a) In ordinary Soil | item20 | 5572 | cum |
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| 21 | 15 | Providing brick soling in foundation and under floor with Stone/best quality picked Jhama bricks, Sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering complete.\n(b) Brick on flat soling | item21 | 3184 | sqm |
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| 22 | 16 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed including dewatering if necessary and curing complete.\n(a) In Proportion 1:3:6\n | item22 | 318 | cum |
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| 23 | 17 | Providing and laying plain/ reinforced cement concrete works in proportion 1:1.5:3 including dewatering if necessary and curing complete but excluding the cost of form work and reinforcement.\n(a) In substructure upto P.L. foundation, footing, columns with base tie and plinth beam etc.\n | item23 | 2030 | cum |
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| 24 | 18 | Providing formwork of ordinary timber planking using 25mm thick plank including centering, shuttering and propping etc. and removal the same using 25mm thick plank. \nin column, footing in sub-structure\n | item24 | 14527 | sqm |
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| 25 | 19 | Supplying fitting and fixing in position reinforcement bars conforming to relevant I.S. code for R.C.C. work/R.B walling including straightening cleaning, cutting and bending to proper shapes and length as per details supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete upto 1st floor level.\n(a) TMT - Corrosion resistant Steel (Fe-500) reinforcement bar\n(i) TATA/ SAIL\n\n | item25 | 1546 | Qtl |
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| 26 | 20 | Construction of RCC Box culvert | | | |
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| 27 | 21 | Earthwork in excavation for foundation trenches of walls, retaining walls, footing of columns steps, septic tanks etc. including refilling (return filling) the quantity as necessary in return filling after completion of work, filling dressing, watering and ramming etc. and removal of the surplus earth with all lead and lifts as directed and specified. Including refilling the quantity as required for completion, ramming etc. and removal of surplus earth with all lead lifts as directed and specified.\nUpto a depth of 2m below the existing Ground Level\n(a) In ordinary Soil | item27 | 158 | cum |
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| 28 | 22 | Providing brick soling in foundation and under floor with Stone/best quality picked Jhama bricks, Sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering complete.\n(e) Brick on flat soling | item28 | 148.4 | sqm |
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| 29 | 23 | Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed including dewatering if necessary and curing complete.\n(a) In Proportion 1:3:6\n | item29 | 8 | cum |
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| 30 | 24 | Providing and laying plain/ reinforced cement concrete works in proportion 1:1.5:3 including dewatering if necessary and curing complete but excluding the cost of form work and reinforcement.\n(b) In substructure upto P.L. foundation, footing, columns with base tie and plinth beam etc.\n\n | item30 | 47 | cum |
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| 31 | 25 | Providing formwork of ordinary timber planking using 25mm thick plank including centering, shuttering and propping etc. and removal the same using 25mm thick plank. \nin column, footing in sub-structure\n | item31 | 108 | sqm |
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| 32 | 26 | Supplying fitting and fixing in position reinforcement bars conforming to relevant I.S. code for R.C.C. work/R.B walling including straightening cleaning, cutting and bending to proper shapes and length as per details supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete upto 1st floor level.\n(a) TMT - Corrosion resistant Steel (Fe-500) reinforcement bar\n(ii) TATA/ SAIL\n | item32 | 60 | Qtl |
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