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| 1 | NCA Type Column-15Nos |
| 2 | NB Type Beam-10 Nos |
| 3 | GI Nuts & Bolts |
| 4 | Foundation bolts Please Enable Macros to View BoQ information |
| 5 | Earthwork in excavation by mannual means upto a depth of 2m below the existing ground levelforfoundation trenches offoundations footing of column /walls septictank etc.including bailing out of waterf where necessary andremoval ofsurplus earth with all leads and lifts as directed and specified for the following classification of soils. (a) All kinds of soil (ordinary/medium rock/dense soil)1x4.15x4.15x3.075=52.96 |
| 6 | Extra over item no 1 above for each 1 m depth or part thereof beyond the initial depth of 2m 1x4.15x4.15x1.075=18.51 |
| 7 | Plain cement concrete works in foundation bed for footing steps ,wall, brickworks etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid seperately).(a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) 1x4.15x4.15x0.075=1.29 |
| 8 | Supplying and fixing in position reinforcement bars conforming to relevant I.S code for R.C.C. work/R.B walling including strengthening, cleaning,cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports cahirss spacers etc,complete. (Rates including of all wastage lappage hooks anchorrage and no measurement for the same is required) |
| 9 | (a) Mild Steel and Medium Tensile Steel Bars (4x15x1.90x0.39=44.46Kg) |
| 10 | (b) High yield strength deformed bars or Tor Bars 12mm dia. Slab - Top 2x21x4x0.89=149.52Kg, Bottom 2x21x4x0.89=149.52Kg, 25mm dia. Leg 4x8x3x3.91=375.36Kg, Total =674.40Kg |
| 11 | Centering and shuttering including strutting, propping etc and removal of form for all heights complete and as directed by Engineer inchargeFoundation, footings, bases of columnsetc for mass concrete works etc (using steel) Slab - 4x4x4x0.45=28.80sqm, Leg = 4x4x0.5x2.9=23.20sqm, Total = 52.00sqm |
| 12 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (b) M20 or 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Slab - 1x4x4x0.45=7.20cum, Leg - 4x0.5x0.5x2.9=2.90cum, Total 10.10cum |
| 13 | Earthwork in filling excluding rock, in trenches, plinth size of foundation in extra in layer not exceeding 20cm thick including breaking of clads, consolidating each layer by ramming and watering leads upto 50m and lift 1.5m (a) With available excavated earth Foundation - 1x4.15x4.15x3=51.67cum, Deduction - Slab - 1x4x4x0.4=6.40cum, Leg - 4x0.5x0.5x2.6=2.6cum, Total=42.67cum |
| 14 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 15 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx9.924=347.34 |
| 16 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx4.962=44.568 |
| 17 | Sub Total (A) |
| 18 | For 6 Nos of 132kV Columns T1 Type (B) = 6 x A |
| 19 | Earthwork in excavation by mannual means upto a depth of 2m below the existing ground levelforfoundation trenches offoundations footing of column /walls septictank etc.including bailing out of waterf where necessary andremoval ofsurplus earth with all leads and lifts as directed and specified for the following classification of soils. (a) All kinds of soil (ordinary/medium rock/dense soil)1x5.15x5.15x3.075=81.56cum |
| 20 | Extra over item no 1 above for each 1 m depth or part thereof beyond the initial depth of 1x5.15x51.15x1.075=28.51cum |
| 21 | Plain cement concrete works in foundation bed for footing steps ,wall, brickworks etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid seperately).(a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) 1x5.15x5.15x0.075=1.99 |
| 22 | Supplying and fixing in position reinforcement bars conforming to relevant I.S code for R.C.C. work/R.B walling including strengthening, cleaning,cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports cahirss spacers etc,complete. (Rates including of all wastage lappage hooks anchorrage and no measurement for the same is required) |
| 23 | (a) Mild Steel and Medium Tensile Steel Bars 4x17x2.20x0.39=58.34Kg |
| 24 | (b) High yield strength deformed bars or Tor Bars 12mm dia. Slab - Top 2x35x2.15x0.89=320.85Kg, Bottom 2x35x5.15x0.89=320.85Kg, 25mm dia. Leg 4x8x3.30x4.90=517.44Kg, Total =1159.13Kg |
| 25 | Centering and shuttering including strutting, propping etc and removal of form for all heights complete and as directed by Engineer inchargeFoundation, footings, bases of columnsetc for mass concrete works etc (using steel) Slab - 4x5x5x0.45=45.00sqm, Leg = 55x2.85=25.08sqm, Total = 70.08sqm |
| 26 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (b) M20 or 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Slab - 1x5x5x0.45=11.25cum, Leg - 4x0.55x0.55x2.85=3.45cum, Total 14.70cum |
| 27 | Earthwork in filling excluding rock, in trenches, plinth size of foundation in extra in layer not exceeding 20cm thick including breaking of clads, consolidating each layer by ramming and watering leads upto 50m and lift 1.5m (a) With available excavated earth Foundation - 1x5.15x5.15x3=98.57cum, Deduction - Slab - 1x5x5x0.45=11.25cum, Leg - 4x0.55x0.55x2.55=3.09cum, Total=65.23cum |
| 28 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 29 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx14.552cum=509.32 |
| 30 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx7.276cum=65.484 |
| 31 | Sub Total (A) |
| 32 | For 7 Nos of 132kV Columns T3P Type (B) = 7 x A |
| 33 | Earthwork in excavation by mannual means upto a depth of 2m below the existing ground levelforfoundation trenches of foundations footing of column /walls septictank etc.including bailing out of waterf where necessary andremoval ofsurplus earth with all leads and lifts as directed and specified for the following classification of soils. (a) All kinds of soil (ordinary/medium rock/dense soil)1x5.15x5.15x3.075=81.56cum |
| 34 | Extra over item no 1 above for each 1 m depth or part thereof beyond the initial depth of 1x5.15x5.15x1.075=28.51cum |
| 35 | Plain cement concrete works in foundation bed for footing steps ,wall, brickworks etc below plinth level as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid seperately).(a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size) 1x5.15x5.15x0.075=1.99cum |
| 36 | Supplying and fixing in position reinforcement bars conforming to relevant I.S code for R.C.C. work/R.B walling including strengthening, cleaning,cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports cahirss spacers etc,complete. (Rates including of all wastage lappage hooks anchorrage and no measurement for the same is required) |
| 37 | (a) Mild Steel and Medium Tensile Steel Bars 4x17x2.20x0.39=58.34Kg |
| 38 | (b) High yield strength deformed bars or Tor Bars 12mm dia. Slab - Top 2x35x2.15x0.89=320.85Kg, Bottom 2x35x5.15x0.89=320.85Kg, 25mm dia. Leg 4x8x3.30x4.90=517.44Kg, Total =1159.13Kg |
| 39 | Centering and shuttering including strutting, propping etc and removal of form for all heights complete and as directed by Engineer inchargeFoundation, footings, bases of columnsetc for mass concrete works etc (using steel) Slab - 4x5x5x0.45=45.00sqm, Leg = 4x4x0.55x2.85=25.08sqm, Total = 70.08sqm |
| 40 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (b) M20 or 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) Slab - 1x5x5x0.45=11.25cum, Leg - 4x0.55x0.55x2.85=3.45cum, Total 14.70cum |
| 41 | Earthwork in filling excluding rock, in trenches, plinth size of foundation in extra in layer not exceeding 20cm thick including breaking of clads, consolidating each layer by ramming and watering leads upto 50m and lift 1.5m (a) With available excavated earth Foundation - 1x5.15x5.15x3=98.57cum, Deduction - Slab - 1x5x5x0.45=11.25cum, Leg - 4x0.55x0.55x2.55=3.09cum, Total=65.23cum |
| 42 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 43 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx14.552cum=509.32 |
| 44 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx7.276cum=65.484 |
| 45 | Sub Total (A) |
| 46 | For 2 Nos of 132kV Columns T4P Type (B) = 2 x A |
| 47 | Erection of T1 Type columns 6Nos |
| 48 | Erection of T3P Type Columns 11Nos |
| 49 | Erection of T4P Type Columns 2Nos |
| 50 | Erection of Beams (G1-Type) 15Nos |
| 51 | Schedule-1 (Supply of Materials) |
| 52 | Schedule-2 Construction of foundations of 6 Nos for 132KV columns ( T1 type) at 132KV Grid Sub-station, Upper Damalgre |
| 53 | Schedule-3 Construction of foundations for 7 Nos of 132KV columns ( T3P type) at 132KV Grid Sub-station, Upper Damalgre |
| 54 | Schedule-4 Construction of foundations for 2Nos of 132KV columns ( T4P type) at 132KV Grid Sub-station, Upper Damalgre |
| 55 | Schedule-5 erection of 132KV columns and beams at 132KV Grid substation, Upper Damalgre |
