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| 1 | Earthwork in Hill road (Site Leveling) |
| 2 | i) Ordinary Soil |
| 3 | ii) Ordinary Rock (Not Requiring Blasting) |
| 4 | iii) Hard Rock ( Requiring Blasting) |
| 5 | Excavation for StructuresBY MECHANICAL MEANS : Without Dewatering |
| 6 | i.Ordinary Soil Upto 3 m depth. |
| 7 | ii.Ordinary rock (not required blasting) Upto 3 m depth. |
| 8 | Excavation for StructuresBY MANUAL MEANS : |
| 9 | Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock. Without Dewatering |
| 10 | Stone masonry in cement mortar |
| 11 | Random rubble Masonry In Cement Mortar 1:3 |
| 12 | Providing concrete for plain.reinforced concrete |
| 13 | P.C.C Grade M10 Nominal Mix 1:3:6 |
| 14 | Reinforced cement concrete insubstructure |
| 15 | R.C.C Grade M20 (1:1.5:3) Upto 5m Height |
| 16 | Reinforced cement concrete insubstructure |
| 17 | R.C.C Grade M25 Upto 5m Height |
| 18 | Supplying fitting and placing TMT bar |
| 19 | Providing 12mm thick cement plastering in cement mortar |
| 20 | In Cement Mortar 1:3 |
| 21 | Providing and placing in position suitable PVC water stops conforming to IS:12200 for construction/ ….expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. |
| 22 | Supply and laying in trenches including carriage within 8km of ISI marked centrifugal cast (Spun) ductile iron double flange pipe conforming to IS 829/2000 in standard length of 5.00m complete as directed. |
| 23 | 750mm dia. |
| 24 | Supply,fitting,fixing in position CI D/F sluice valve with top cap and hand wheel upto 10Kg per sq.cm pressure including supplying of nuts, bolts, rubber insertion sheet washer etc. and carriage within a distance of 8km and all other jointing materials etc. complete as directed. |
| 25 | 750mm dia. Please Enable Macros to View BoQ information |
| 26 | Earthwork in excavation for structures by Mechanical Means BY MECHANICAL MEANS : |
| 27 | Ordinary Soil Upto 3 m depth. |
| 28 | Excavation for StructuresEarthwork in excavation for structures BY MECHANICAL MEANS : |
| 29 | Ordinary rock (not requiring blasting) |
| 30 | Excavation for StructuresEarthwork in excavation for structures BY MANUAL MEANS : |
| 31 | Hard rock (requiring blasting) Upto 3 m depth including 1.5 m depth in hard rock. |
| 32 | Stone masonry in cement mortar |
| 33 | Random rubble Masonry In Cement Mortar 1:3 |
| 34 | Providing concrete for plain/reinforced concrete in open foundations |
| 35 | P.C.C Grade M10 Nominal Mix 1:3:6 |
| 36 | Supplying fitting and placing TMT bar reinforcement(Fe 415) |
| 37 | Plain/Reinforced cement concrete insubstructure |
| 38 | R.C.C Grade M25 Upto 5m Height |
| 39 | Plain/Reinforced cement concrete insubstructure |
| 40 | R.C.C Grade M20 (1:1.5:3) Upto 5m Height |
| 41 | Providing 12mm thick cement plastering in cement mortar |
| 42 | In Cement Mortar 1:3 |
| 43 | Providing and placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. |
| 44 | Earthwork in excavation for structures by Mechanical Means BY MECHANICAL MEANS : |
| 45 | Ordinary Soil Upto 3 m depth. |
| 46 | Stone masonry in cement mortar…. as per drawing and Technical Specication |
| 47 | Random rubble Masonry In Cement Mortar 1:3 |
| 48 | Providing concrete for plain/reinforced concrete in open foundations. |
| 49 | P.C.C Grade M10 Nominal Mix 1:3:6 |
| 50 | Plain/Reinforced cement concrete……. as per drawings and Technical specification |
| 51 | R.C.C Grade M20 (1:1.5:3) Upto 5m Height |
| 52 | Supplying fitting and placing TMT bar reinforcement(Fe 415) |
| 53 | Providing 12mm thick cement plastering |
| 54 | In Cement Mortar 1:3 |
| 55 | Supply and installationincluding carriage upto project site of steel Bell mouth for penstock intakeas per design specifications and desired level complete as directed. |
| 56 | Supply and laying in trenches including carriage within 8km of ISI marked centrifugal cast (Spun) ductile iron double flange pipe conforming to IS 829/2000 in standard length of 5.00m complete as directed. |
| 57 | 300mm dia. |
| 58 | Supply,fitting,fixing in position CI D/F sluice valve with top cap and hand wheel upto 10Kg per sq.cm pressure including supplying of nuts, bolts, rubber insertion sheet washer etc. |
| 59 | 300mm dia. |
| 60 | Earthwork in excavation by manual/mechanical (Hydraulic excavator) over areas |
| 61 | SITE PREPARATION EXCAVATION |
| 62 | i) All kinds of soil |
| 63 | ii) In ordinary rock |
| 64 | In hard rock |
| 65 | Requiring blasting |
| 66 | Earthwork in excavation by mechenical means up to a depth of 2m below the existing ground level |
| 67 | In ordinary rock (soft rock/ medium shale/ hard shale) |
| 68 | In Hard Rock |
| 69 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid to level |
| 70 | Stone soling |
| 71 | 100 mm |
| 72 | Random rubble masonry with hard stone |
| 73 | Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 74 | Plain cement concrete works in foundation |
| 75 | 1:3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 76 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc |
| 77 | With available excavated earth |
| 78 | Plain cement concrete floor base in prop 1:3:6 |
| 79 | 100 mm thick in prop 1:3:6 |
| 80 | Cement concrete floor topping 1:1:2 (1 cement : 1 coarse sand: 2 stone aggregate) |
| 81 | 20 mm thick |
| 82 | Supplying, fitting and fixing in position reinforcement bars up to 1st floor level. |
| 83 | Thermo-Mechanically Treated bars |
| 84 | Shuttering/Formwork: |
| 85 | Foundations, footings, bases of colmns, etc. for mass concrete (using steel). |
| 86 | Slabs, roofs, landings, balconies and access platform,shelves (using steel). |
| 87 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel). |
| 88 | Columns, Pillars, Piers, Abutments, Posts and Struts (using steel). |
| 89 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work,......recommended proportions as per ls: 9103 to accelerate, retard setting of concrete, |
| 90 | All works up to plinth level |
| 91 | Providing and laying in position specified grade of reinforced cement concrete, |
| 92 | M15 or Prop.1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). |
| 93 | M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 94 | Reinforced cement concrete work in walls ……….above plinth level up to first floor level, |
| 95 | M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 96 | Reinforced cement concrete work in beams, slabs, roofs having slope up to 15o , landings, balconies, ……. excluding the cost of centering, shuttering, finishing and reinforcement: |
| 97 | M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 98 | Brick work in cement mortar with first class brick in superstructure above plinth level |
| 99 | Cement mortar 1 :4 (1 cement: 4 coarse sand) |
| 100 | Half brick masonry with common burnt clay (non modular) 1st class bricks in superstructure above plinth level up to first floor level, |
| 101 | Cement mortar 1 :3 (1 cement: 3 coarse sand) |
| 102 | 20 mm cement plaster of mix: |
| 103 | 1:4 (1 cement: 4 fine sand) |
| 104 | Providing wood work in frames of doors, windows With 1st Class Local wood |
| 105 | Pooma/ Hollock/ Gamari/ and the like |
| 106 | Providing and fixing panelled or panelled and glazed shutters for doors, windows With 1st Class Local wood |
| 107 | Pooma/ Hollock/ Gamari/ and the like 35 mm thick shutters |
| 108 | Providing, fitting and fixing steel windows |
| 109 | Openable |
| 110 | Providing & fixing glass panes with putty ……... all complete with: |
| 111 | 4.0 mm thick glass panes |
| 112 | Providing & fixing on wall face unplasticised Rigid PVC rain water pipes Single socketed pipes |
| 113 | 110 mm diameter |
| 114 | Providing & fixing seamless pipes of desired diameter on machine foundation for drainage purposes of the machine hall complete. |
| 115 | 75 mm diameter |
| 116 | Marble stone flooring with 18 mm thick marble stone, |
| 117 | Marwat slab |
| 118 | Providing and laying Vitrified tiles in different sizes |
| 119 | Supplying and fixing rolling shutters of approved make,………...and M.S. top cover Of required thickness for rolling shutters. |
| 120 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 121 | Extra for providing mechanical device chain and crank operation for operating romng shutters. |
| 122 | Steel work welded in built up sections/framed work |
| 123 | ln gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 124 | MS Flat 50mm width 5mm thick @ 2.00 kg/rmEarthing Flat 1 1200.00 2.00 |
| 125 | MS plate 1100mm width x 2000mm length x 6mm thick @ 103.60 kg/rm |
| 126 | Chequered plate 1 50 103.60 |
| 127 | RHS 38mm x 38mm x 2.6mm thick @ 2.75 kg/rm |
| 128 | Cable trench 2 167 1.10 2.75 |
| 129 | Cable trench Ladder 1 1 32.80 2.75 |
| 130 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc. |
| 131 | Providing and fixing aluminium work for doors, windows, ventilators and partitions |
| 132 | For fixed portion Powder coated aluminium (minimum thickness Of powder |
| 133 | Section 60x40x4mm thick @1.987 kg/rm |
| 134 | For shutters ot doors, windows & ventilators ………. including the cost of EPDM rubber/ neoprene gasket requiredPowder coated aluminium (minimum thickness Of powder coating 50 micron) |
| 135 | Providing and fixing 12 mm thick pre-laminated particle board flat |
| 136 | Pre-laminated particle board with decorative lamination on both sides |
| 137 | Providing and fixing glazing in aluminium door. window, ventilator |
| 138 | With float glass panes of 6 mm thickness (weight not less than 15 kg/sqm) |
| 139 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to ls:6315 |
| 140 | With stainless steel cover plate minimum 1.25 mm thickness |
| 141 | Applying one coat of water thinnable cement primer of approved brand and manufacture on surfaces: |
| 142 | Water thinnable cement primer |
| 143 | Finishing walls with Acrylic Smooth exterior paint of required shade, including scaffolding: |
| 144 | New work |
| 145 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:New work (two or more coats) |
| 146 | Interior Walls |
| 147 | Applying priming coat: |
| 148 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work |
| 149 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 150 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 151 | New work (two or more coats) |
| 152 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. |
| 153 | Providing and fixing pre-coated galvanised iron profile sheets (size, shape and pitch Of corrugation as approved by Engineer-in-charge) 0.50 mm(+O.05 a/o |
| 154 | Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+0.05 a/a) |
| 155 | Rlidges plain (500-600mm) |
| 156 | Gutter (600 mm over all girth) |
| 157 | Dewatering of the foundation work as per site requirement |
| 158 | Earth work in excavation by Mechanical means upto a depth of 2m below the existing ground level |
| 159 | All kinds of soil (ordinary soil/hard soil/dense soil) |
| 160 | Providing soling with stone/best quality picked jhama brick, sand ……….. and if necessary dewatering, complete. |
| 161 | Stone soling 100mm |
| 162 | Plain cement concrete works in foundation bed………. including dewatering if necessary, and curing complete |
| 163 | In proportion 1:3:6 (1-cement,3- coarse sand,6-graded stone aggregate 20mm nominal size) |
| 164 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with: |
| 165 | Cement mortar 1:6 (1-cement : 6-coarse sand) |
| 166 | Earthwork in excavation by manual means …………. as directed and specified for the following classification of soils. |
| 167 | ln ordinary rock (soft rock/ medium rock/ hard shale) |
| 168 | Providing soling with stone/ best quality ….. and materials and if necessary dewatering, complete. |
| 169 | Stone soling 100 mm |
| 170 | Plain cement concrete works in foundation bed …including dewatering if necessary, and curing complete |
| 171 | 1:3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 172 | Earthwork in filling (excluding rock) in trenches,… lead up to 50 m and lift up to 1.5 m. |
| 173 | With available excavated earth |
| 174 | Supplying, fitting and fixing in position reinforcement bars up to 1st floor level,.... |
| 175 | Thermo-Mechanically Treated bars |
| 176 | Shuttering/Formwork: ……….. and as directed by Engineer in charge. |
| 177 | Foundations, footings, bases of colmns, etc. for mass concrete (using steel). |
| 178 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) |
| 179 | Providing and laying in position specified grade of reinforced cement concrete, …..- All work up to plinth level. |
| 180 | M20 or 1:11/2:3 (1 cement: 11/2 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 181 | 20 mm cement plaster of mix: |
| 182 | 1:4 (1 cement: 4 fine sand) |
| 183 | Providing and fixing steel penstock including structural design & preparation of detail drawings, fabrication, painting, erecting and placing in line & grade and complete in all respect as per directions of Engineer-in Charge |
| 184 | Providing and fixing Expansion Joint complete in all respect as per directions of Engineer-in Charge |
| 185 | Providing and fixing Valve/Sluice Gate complete in all respect as per directions of Engineer-in Charge |
| 186 | Design, fabrication, supply, erection and commissioning along with installation report of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc., with all accessories for vertical lift roller gate..including cost of all materials, machinery, labour etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 187 | Design, fabrication, supply, erection, testing and commissioning along with installation report, of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories....including cost of all materials, machinery, labour,cutting, aligning, welding, finishing, cleaning etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 188 | Design, fabrication, supply, erection, testing and commissioning along with installation report of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories etc. including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning etc..complete as per specifications and approved drawings including packing and transportation upto project site. |
| 189 | Intake Gate at Forebay |
| 190 | Design, fabrication, supply, erection and commissioning along with installation report of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc., with all accessories for vertical lift roller gate..including cost of all materials, machinery, labour etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 191 | Design, fabrication, supply, erection, testing and commissioning along with installation report, of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories....including cost of all materials, machinery, labour,cutting, aligning, welding, finishing, cleaning etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 192 | Design, fabrication, supply, erection, testing and commissioning along with installation report of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories etc. including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning etc..complete as per specifications and approved drawings including packing and transportation upto project site.(capable of operating both Electrically and manually) |
| 193 | Trash Rack for Intake Gate at ForebayDesign, fabrication, supply, erection, testing and commissioning of Trash Rack of structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as per specifications and approved drawings including transportation upto project site. |
| 194 | Design, fabrication, supply, erection and commissioning along with installation report of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top etc., with all accessories for vertical lift roller gate..including cost of all materials, machinery, labour etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 195 | i) Intake Gate |
| 196 | ii) Sluice Gate |
| 197 | Design, fabrication, supply, erection, testing and commissioning along with installation report, of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories... including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning etc., complete as per specifications and approved drawings including packing and transportation upto project site. |
| 198 | i) Intake Gate |
| 199 | ii) Sluice Gate |
| 200 | Design, fabrication, supply, erection, testing and commissioning along with installation report of adequate capacity screw type hoist consisting of supporting structure, platform, railing, ladder etc., with all accessories etc. including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning etc..complete as per specifications and approved drawings including packing and transportation upto project site.(capable of operating both Electrically and manually) |
| 201 | i) Intake Gate |
| 202 | ii) Sluice Gate |
| 203 | Design, fabrication, supply, erection, testing and commissioning of Trash Rack of structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as per specifications and approved drawings including transportation upto project site. |
| 204 | Trash Rack for Intake Gate |
| 205 | CONSTRUCTION OF DESILTING TANK FOR RIANGDO SMALL HYDEL PROJECT (6 MW) |
| 206 | CONSTRUCTION OF POWER CHANNEL AND SPILLWAY CHANNEL FOR RIANGDO SMALL HYDRO PROJECT (6 MW), WEST KHASI HILLS DISTRICT, MEGHALAYA |
| 207 | EXTENSION OF FOREBAY INCLUDING PROVISION OF GATE-OPERATING PLATFORM, OUTLET DRAIN, SLUICE VALVE AND SLUICE PIPE FROM FOREBAY OF RIANGDO SMALL HYDRO PROJECT,(6 MW), WEST KHASI HILLS DISTRICT, MEGHALAYA. |
| 208 | CONSTRUCTION OF POWER HOUSE INCLUDING TAILRACE FOR RIANGDO SMALL HYDEL PROJECT (6MW) |
| 209 | CONSTRUCTION OF RETAINING WALL/BREAST WALL AT POWER HOUSE OF RIANGDO SMALL HYDRO PROJECT (6MW), WEST KHASI HILLS DISTRICT, MEGHALAYA |
| 210 | CONSTRUCTION OF RCC RETAINING WALL AT POWER HOUSE OF RIANGDO SMALL HYDEL PROJECT (6MW) |
| 211 | CONSTRUCTION OF PENSTOCK FOR RIANGDO SMALL HYDEL PROJECT (6 MW) |
| 212 | Design, fabrication, supply, erection, testing and commissioning of Draft Tube Gates (2 nos.) at Power House of Riangdo Small Hydel Project (6 MW), West Khasi Hills District, Meghalaya. |
| 213 | Design, fabrication, supply, erection, testing and commissioning of Intake Gate including trash Rack at Forebay of Riangdo Small Hydel Project (6 MW), West Khasi Hills District, Meghalaya. |
| 214 | Design, fabrication, supply, erection, testing and commissioning of Intake Gate including trash Rack and Sluice Gate at Weir of Riangdo Small Hydel Project (6 MW), West Khasi Hills District, Meghalaya. |