| 1 | 1 | APPENDIX 1- road | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.01 | 3.5.1 : Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | BI01010001010000000000000515BI0100001114 | 305 | cum |
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| 3 | 1.02 | 2.2.2.B : Clearing and Grubbing Road Land <br>Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.<br>\n(II) By Mechanical Means <br>\n(B)\tIn area of thorny jungle | BI01010001010000000000000515BI0100001115 | 0.121 | hecter |
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| 4 | 1.03 | 11.4.1.1 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I.P.C.C grade M 10(i)Nominal mix 1:3:6 | BI01010001010000000000000515BI0100001116 | 5.5 | cum |
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| 5 | 1.04 | 11.4.5 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25 | BI01010001010000000000000515BI0100001117 | 54 | cum |
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| 6 | 1.05 | 11.8 : Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | BI01010001010000000000000515BI0100001118 | 7.465 | tonne |
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| 7 | 1.06 | 11.4.4 : Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203IV.R.C.C grade M 20 | BI01010001010000000000000515BI0100001119 | 27.5 | cum |
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| 8 | 1.07 | 4.11.2 : Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii)\tUsing Gravel mix soil. | BI01010001010000000000000515BI0100001120 | 255 | cum |
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| 9 | 1.08 | 9.1.5 : Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.V. Marshy soil | BI01010001010000000000000515BI0100001121 | 6 | cum |
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| 10 | 1.09 | 9.2.2.2 : Bedding for Pipe(ii) Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)II.Earth filling (For marshy soil) | BI01010001010000000000000515BI0100001122 | 1.25 | cum |
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| 11 | 1.1 | 9.3.C : Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C)750 mm dia | BI01010001010000000000000515BI0100001123 | 12 | metre |
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| 12 | 2 | Geotextile laying | BI01010001010000000000000515BI0100001124 | | |
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| 13 | 2.01 | od6231/2020_2021 : Laying of a geotextile filter using Geotextile 120 gram per sqm membrane between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. (based on item No. 15.6 of Morth) | BI01010001010000000000000515BI0100001125 | 1770 | sqm |
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| 14 | 3 | retaining wall | BI01010001010000000000000515BI0100001126 | | |
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| 15 | 3.01 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001127 | 740 | cum |
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| 16 | 3.02 | 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. | BI01010001010000000000000515BI0100001128 | 16.5 | cum |
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| 17 | 3.03 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001129 | 104 | cum |
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| 18 | 3.04 | 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | BI01010001010000000000000515BI0100001130 | 4500 | metre |
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| 19 | 3.05 | od6555/2020_2021 : Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long. 15 numbers per day 6x15=90m. Details for 90m length. | BI01010001010000000000000515BI0100001131 | 4500 | metre |
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| 20 | 3.06 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001132 | 750 | cum |
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| 21 | 3.07 | 8.2.2.2 : Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm | BI01010001010000000000000515BI0100001133 | 0.81 | sqm |
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| 22 | 3.08 | 16.21 : Engraving letters in hard stone | BI01010001010000000000000515BI0100001134 | 750 | per Letter per cm height |
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