| 1 | 1 | Taking the trial pit for roads, alignment, C.D. Works in Hard murum, including stacking the excavated material\nincluding all lifts and neces5sary back filling upto depth(20 nos Trial pit 1.5mX1.5M X1.5m )\n | BI01010001010000000000000515BI0100001113 | 67.5 | Cubic meter |
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| 2 | 2 | Preparation of Land Acquisition proposal including collection of 7/12 and 8/A documents marking alignment on village maps, area calculation, preparation of proposal, printing, binding, etc. complete and submission of 5 sets more ever liasoning and coordination with revenue authorities with compliance if any until finalisation of award including Joint measurement of the alignment. For new alignment. (32KM Road + 12 KM\nRailway + 10KM Quarry approach Road + 1.5Km Railway Yard + 4KM Tawa Junction i.e. 59.5 KM)\n | BI01010001010000000000000515BI0100001114 | 59.5 | KM |
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| 3 | 3 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L- section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross-section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white print out on 50 micron polyster film sheet A2 size and 2 sets of coloured print out on A2 size submitting soft copy all data on CD. Plain Terrain New Alignment (7KM realignment i.e. 160m width road and railway (ROW =30M) i.e 7X 5.3 = 37.1KM +5KM\n(20m strip) Total 42.1KM) \n | BI01010001010000000000000515BI0100001115 | 42.1 | KM |
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| 4 | 4 | Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW, taking at least 10 spot levels per cross-section, picking up all existing details inside the Row like electric telephone line, encroachments, structures etc. connecting all the primary total station control points by G.I.S. Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white print out on 50 micron polyster film sheet A2 size and 2 sets of coloured print out on A2 size submitting soft copy all data on CD. Hilly Terrain New Alignment. (14KM realignment i.e. 120m width road and railway (ROW =30M) i.e 14X 4 = 56KM +7KM(20m strip) + 10KM Quarry approach road Total 73KM) . | BI01010001010000000000000515BI0100001116 | 73 | KM |
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| 5 | 5 | Demarcation of Road boundary (ROW) including fixing the boundary stones of standard size and shape including fixing in block of standard size of C.C. of 1:4:8 white washing at 30 M interval on both sides (32KM Road + 12 KMRailway + 10KM Quarry approach Road + 1.5Km Railway Yard + 4KM Tawa Junction i.e. 59.5 KM) | BI01010001010000000000000515BI0100001117 | 59.5 | KM |
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| 6 | 6 | dia overburden (by diamond drilling machine) such as soil of all sorts, soft murum, hard murum and boulders and in soft rock including all materials such as casing pipes and accessories oil, grease, steel, rods, and such other materials as required (including conveying the material to site of work). Preserving the loose sampling lassjar and core sample serially on site of work and conveying the(10 bore holes of average 9m depth =90M). | BI01010001010000000000000515BI0100001118 | 90 | Meter |
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| 7 | 7 | Taking trial bores 75 to 100mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such a soil, grease, steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concerning office as directed. Other Rock with diamond drill. 0 to 50\nmetre (10 bore holes of average 6m depth =60M).\n | BI01010001010000000000000515BI0100001119 | 60 | Meter |
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| 8 | 8 | Providing tuntappa core boxes of jungle wood of size 1.25m x 0.35 x 0.15m for preserving core sample with all fixtures and fastening handles including locking | BI01010001010000000000000515BI0100001120 | 10 | Number |
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| 9 | 9 | Conveying the boring machine and engine and all its accessories etc. to the site of the work and back including\nloading unloading etc. complete.(250 KM.)\n | BI01010001010000000000000515BI0100001121 | 250 | KM |
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| 10 | 10 | Shifting boring plant with all its components and\nreinstalling the same at the directed place including all its (10 boxes).\n | BI01010001010000000000000515BI0100001122 | 10 | Number |
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| 11 | 11 | Providing detailed reports of the inspection logging of drilled hole by observing visual description of data as per depth, thickness of layer, type of sample, wash sample,(10 Bore holes) | BI01010001010000000000000515BI0100001123 | 10 | Number |
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| 12 | 12 | Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structures stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters. Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies. | BI01010001010000000000000515BI0100001124 | 1 | Report |
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| 13 | 13 | Preparation of road way, drawing (Plan And Profile) on computer by using Auto cad of required scale showing all topo feature and proposed construction details such as carriageway, median service road, toe line, retaining walls, cross drainage works, major structures, etc.\ncomplete. Including indexing, level tables, legend, basic\n | BI01010001010000000000000515BI0100001125 | 12 | KM |
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