|
| 1 | Making approach path of approximate 1.5 m width & cutting of steps in hilly terrain including cost of labour & T&P Complete to drill hole points.(one job means 100 m) |
| 2 | Transportation cost of Drilling equipment like machines pumps and accessories by 10T capacity motor vehicles including loading ,unloading and security complete. |
| 3 | up to 100km |
| 4 | add extra for every 50km |
| 5 | Dismantling, transportation and assembling of Drilling Machines of diff erent capacity complete by head load including cost of labour, T&P, etc as per directions of Engineer-In-Charge. |
| 6 | up to 100 m lead |
| 7 | up to 500m lead |
| 8 | Construction of Platform with locally available material of size 6.0mX6.0mX1.0m for housing the drilling machine Complete with cost of all labour, material, T&P & Transport as per direction of Engineer -In-Charge. |
| 9 | Laying of Temporary Water Supply Pipelines (25 mm diameter & above) of varying lengths from the nearest water source & Construction of Water Retaining Pits of Size 2mX1mX0.5m complete with cost of all labour, material, T&P & transport including cost of GI pipe with fittings Pipes, as per direction of Engineer -In-Charge.( up to1000 m) |
| 10 | Carrying out of Vertical Diamond Core Drilling in NX/EX size in different formations and at locations other than under water not involving construction of floating platform including preservation of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standards, their marking and taking colour photographs of the preserved cores etc complete with cost of all labour, T&P and POL as per directions of Engineer-In-Charge. |
| 11 | in over burden soil and sandy strata mixers with boulders up to 100m depth |
| 12 | In hard Rock formation up to 100 m |
| 13 | In hard Rock formation from 100m to 300 m |
| 14 | Carrying out of Angular Diamond Core Drilling in NX/EX size in different formations and at locations other than under water not involving construction of fl oating platform including preservation of cores in core boxes of standard dimensions made of seasoned local wood as per BIS standards, their marking and taking colour photographs of the preserved cores etc complete with cost of all labour, T&P and POL as per directions of Engineer-In-Charge. |
| 15 | in over burden soil and sandy strata mixers with boulders up to 100m depth |
| 16 | In hard Rock formation up to 100 m |
| 17 | Water Permeability Tests at different depths as per direction of Engineer -In-Charge |
| 18 | Up to 100 m |
| 19 | Up to 300 m |
| 20 | Excavation of drift in different formation with cost of all labour T&P and POL includingcost of explosive materials & excluding wooden/steel supports size 1.80mX2.10m complete and as per direction of Engineer -In-Charge. |
| 21 | in over burden soft rock formation up to 30 m |
| 22 | in over burden soft rock formation from 100 m to 500 m |
| 23 | in over burden soft rock formation from 100m to 500 m |
| 24 | in hard rock up to 30 m |
| 25 | in hard rock from 30m to 100 m |
| 26 | in hard rock from 100m to 500 m |
| 27 | Erection of steel Supports in drift including cost of materials fitting and fixing in position complete with cost of labour T&P and transport as per direction of Engineer-In-Charge. |
| 28 | Erection of wooden Supports in drift including cost of materials fitting and fixing in position complete with cost of labour T&P and transport as per direction of Engineer -In-Charge |
| 29 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site and including placement is layers and compaction with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 30 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) |
| 31 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 32 | Random Rubble Stone Masonry laidin 1:6 cement and sand mortar in breast walls, retaining walls,parapet,scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 33 | Providing & layingconcrete P.C.C grade M10 Nominal mix 1:3.6 (Hand mixing) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
