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| 1 | CURRENCY |
| 2 | NAME OF CURRENCY |
| 3 | Dewatering During Construction |
| 4 | Dewatering of Surface Construction Sites including supply, installation and removal of pumping equipment from the site (Fixed Rate Item) |
| 5 | Sub total of A1 |
| 6 | Embankment Construction and Backfill |
| 7 | Embankment Construction |
| 8 | Zone 1 material (Impervious Fill) |
| 9 | Zone 2 material (Graded Filter) |
| 10 | Zone 3A material (Random Rockfill) |
| 11 | Zone 3B material (Compacted Rockfill)) |
| 12 | Zone 5 Riprap |
| 13 | Sub total of A6 |
| 14 | Drilling, Grouting and Pressure Relief Holes |
| 15 | Drilling for consolidation grouting |
| 16 | - Drilling of 45mm dia grout holes |
| 17 | - Re-drilling for consolidation grouting (50% of rate in 7.1.1) |
| 18 | Grouting Operations |
| 19 | Grouting Opertaionsin multi-stages |
| 20 | Drilling of drainage holes |
| 21 | - Drilling of 45mm dia. holes |
| 22 | - Re-drilling for holes (50% of rate in 7.2.1) |
| 23 | - Supply and installation of36 mm dia perforated PVC pipes |
| 24 | Drilling of exploratory holes, check holes and holes for instrumentation at any inclination |
| 25 | - Drilling of 76 mm dia. holes |
| 26 | - Extra for core recovery |
| 27 | Water pressure testing - simple water test |
| 28 | Grouting materials |
| 29 | - Cement |
| 30 | - Sand |
| 31 | - Bentonite |
| 32 | - Admixtures |
| 33 | -Microfine Cement |
| 34 | PU Grout |
| 35 | Drilling and Grouting in overburden material in dyke etc. |
| 36 | Sub total of A7 |
| 37 | Concrete |
| 38 | Plain Cement Concrete |
| 39 | Lean& Plum Concrete (M10/A80) |
| 40 | - M20/A40 grade |
| 41 | - M35/A20 grade second stageconcrete (self compacting with non-shrinking agent) in concrete blockouts |
| 42 | Reinforced Cement Concrete |
| 43 | - M25/A40 |
| 44 | - M30/A40 |
| 45 | High Performance Concrete |
| 46 | -High performance concrete(M70/A20) |
| 47 | Cement Variation in Concrete (Fixed Rate Item) |
| 48 | Admixtures for Concrete |
| 49 | - Air-entraining agent |
| 50 | - Superplasticiser |
| 51 | - Micro Silica |
| 52 | Providing and applying high performance cementitious mortar complying with EN 1504-3 (R4) |
| 53 | For structural repair works |
| 54 | Reinforced / Plain cement Concrete Cutting, Demolition & Dismantling |
| 55 | Demolition and dismantling of intact concrete by mechanical means including labour, scafolding, equipment, machinery, dismantling of separated concrete and its disposal, complete in all respects for HM gate erection. |
| 56 | Demolition and dismantling of concrete plug in sluice by mechanical means including labour, scafolding, equipment, machinery, dismantling of separated concrete and its disposal, complete in all respects |
| 57 | Repair/Rehabilitation and modification of Concrete |
| 58 | Design,supplying and fixing rebars in already cast concrete including drilling and injection of epoxy as per Technical specification all complete |
| 59 | Surface preparation of old concrete by way of running wire brush and chiseling for laying of concrete including all stages & scaffolding |
| 60 | Drilling of 32 mm dia holes for 25 mm dia steel anchors and 1000 mm deep into old concrete by way jack hammer or other suitable equipment |
| 61 | Epoxy resin system of approved make filling in drilled holes for anchoring including the cost of all materials carriage, staging, scaffolding and labour etc. complete finished item. |
| 62 | Providing and fixing of 25 mm dia HYSD steel anchors bent to shape in the drilled holes by suitable means. |
| 63 | Fixing of waterstop in the existing concrete structure including groove cutting, installation of waterstop and epoxy grouting |
| 64 | -300 mm wide |
| 65 | -150 mm wide |
| 66 | Supply and application of two-components epoxy binder(resin&hardener)conformingtoASTM C881Type-IV,ClassCaspertechnical specification |
| 67 | Supply of well graded quartz sand/filler for use in epoxy mortar as per technical specification |
| 68 | Surface preparation of old concrete & contact grouting between steel liner and substrate concrete in construction sluices |
| 69 | Surface preparation of old concrete by way of sandblasting/ running wire brush and chiseling for fixing of Steel liner and scaffolding etc. |
| 70 | Contact grouting usingtwo-componentsepoxy binder(resin&hardener)conformingtoASTM C881Type-IV,ClassCaspertechnical specification |
| 71 | Sub total of A9 |
| 72 | Formwork |
| 73 | Class F3 |
| 74 | Class F3C |
| 75 | Sub total of A10 |
| 76 | Reinforcing Steel |
| 77 | Deformed Reinforcing Bars - Grade Fe 500 |
| 78 | Plain reinforcing bars |
| 79 | Sub total of A11 |
| 80 | Monitoring Instruments |
| 81 | Supply, installation and commissioning of monitoring instrument as per Technical specifications |
| 82 | Topographical Markers/Survey points |
| 83 | Seepage measuring weir (V notch) |
| 84 | Optical Bi-Reflex Target |
| 85 | Joint meter |
| 86 | Pore Pressure Gauges / Piezometer |
| 87 | Strain Gauges |
| 88 | Multi Point Bore Hole Extensometer (electricaltype) |
| 89 | Read out Units |
| 90 | Data acquisition system and Web based data monitoring services |
| 91 | Sub total of A18 |
| 92 | Electrical and Mechanical Works |
| 93 | Illumination system for GOC & Gallery |
| 94 | Sub total of A18 |
| 95 | Roadworks (Access Roads) - |
| 96 | Dredging of sediments by suitable dredger at site and discharge dredged material from dredge location via pipelines as per direction of Engineer in-chargeuptoadepthof80manddisposing/ dumpingthedredgedmaterialinthelocations specified by Engineer-in-charge, including cost of conducting all surveys, mobilisation and transportationofalltheequipments,cost/hire charges of survey launch, all plants, labour, material etc complete as per direction of Engineer in-charge |
| 97 | Total for Price Schedule-1 |
