Tender For Construction Of Balance Works Along With Supply Of Balance Materials, Foundation, Erection And Other Civil & Electrical Works) Of 132/33 Kv Praharinagar Sub-Station, Upper Damalgre
Tender Value
Ref. Documents
Estimated cost
Bid Submission
04 Nov 2026
25 days left
EMD
20 Lakhs
Bank guarantee accepted
Document Fee
59000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
East Khasi Hills → Meghalaya
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Balance Works Along With Supply Of Balance Materials, Foundation, Erection And Other Civil & Electrical Works) Of 132/33 Kv Praharinagar Sub-Station, Upper Damalgre
BOQ
| Sl. No. | Item Description |
| 1 | Please Enable Macros to View BoQ information |
| 2 | NCA Type Column-15Nos |
| 3 | NB Type Beam-10 Nos |
| 4 | GI Nuts & Bolts |
| 5 | Foundation bolts |
| 6 | 132KV CVT |
| 7 | ACSR Panther Conductor |
| 8 | Earth wire, 7/3.15 mm |
| 9 | C&R Panel (Duplex type) for 132/33KV , 25MVA Transformer |
| 10 | C&R Panel (Duplex type) for 132KV Feeder with DPR |
| 11 | C&R Panel for 132KV Bus coupler |
| 12 | 220 Volts, 350 AH Battery Bank, Battery Charger with DCDB |
| 13 | 33KV Column, C1 & C3 Type-15 nos |
| 14 | 33KV Beam, B4 Type -9 nos |
| 15 | GI Nuts & Bolts |
| 16 | Foundation bolt |
| 17 | 132KV, 630 A/0.2mH line wave trap suitable for suspension mounting and with mounting accessories etc. complete (Phase to Phase) |
| 18 | 48 Volts 100 AH Battery Bank & Battery Charger |
| 19 | 36 KV, 1250A, SF6 Circuit Breaker 25KA, type 30SFPG with mounting structure & Bimetalic rigid type terminal connectors for connecting with ACSR Panther conductor DC volts 220V, foundation bolts etc & also with first filling of SF6 gas. |
| 20 | C&R Panel (Simplex) for 33KV Feeder, 220V |
| 21 | 33/0.4 KV, 25 KVA, Transformer for Station Service |
| 22 | LT AC Switchgears |
| 23 | 3½ core, armoured, LT cable, 150 sqmm |
| 24 | 14 core armoured Control Cable 2.5 Sqmm (copper) |
| 25 | 6 core armoured Control Cable 2.5 Sqmm (copper) |
| 26 | 19 core armoured Control Cable 2.5 Sqmm (copper) |
| 27 | 4 core armoured Control Cable 2.5 Sqmm (copper) |
| 28 | 2 core armoured Control Cable 2.5 Sqmm (copper) |
| 29 | 4 core armoured Control Cable 4.00 Sqmm (copper) |
| 30 | ACSR Panther Conductor |
| 31 | Procuring Grounding M.S. Rod , 0.032m dia, 3.0m long |
| 32 | Procuring GI Flat for main Grid conductor, size (50 X 6) mm for main Earth only |
| 33 | Procuring G.I. Flat for Riser up to earthing connection points of Columns and equipments, size (40x5) mm, |
| 34 | Procuring Red Oxide paint to apply in the jointing points of Earth mat |
| 35 | Sundries |
| 36 | Copper strip 50 x 8 mm for earth pit |
| 37 | Copper plate 600x600x3.5 mm |
| 38 | G.I Pipe ( Heavy Duty ) 50 mm dia x 3.0 Mtrs |
| 39 | G.I. Pipe ( Heavy Duty ) 40mm dia x 3.0 Mtr |
| 40 | G.I strip 50 x 6 mm for earth pit |
| 41 | G.I Strip 50 x 6 mm for connection from earth pit to equitments |
| 42 | GI plate 600 x 600 x 3.5 mm |
| 43 | Nuts & Bolts |
| 44 | CI Cover for earth pit |
| 45 | G.I Clamp |
| 46 | Black Bitumen paints |
| 47 | Bentonite Clay |
| 48 | Labour charge for cutting, fabricating , welding , etc… |
| 49 | Labour charge for cutting , fabricating, brazing , etc |
| 50 | Skilled labour |
| 51 | Unskilled labour |
| 52 | Silver Brazing charges of copper connection strip |
| 53 | Supplying , fitting and fixing STREET LIGHT surface or wall mounted with all necessary accessories. 70W suitable for pole dia 54 mm (max) |
| 54 | Supplying, fitting and fixing complete 500 volt grade HRC triple pole main switch with neutral link.b) 200volt Amp HRC TP&N main switch |
| 55 | Supplying, laying, testing and commissioning of PVC/XLPE Armoured cables with Copper Conductor 11000V Grade of the following sizes along wall etc in ground including the cost of digging of trenches sand cushioning besides laying etc and refilling the same in layers or by supporting them on the wall.2.5 mm 2-core cable |
| 56 | Solar based Galvenised steel pole mounted street lighting with all fittings and as per PSDF specification for Sub-station with Foundatio, installation etc. |
| 57 | Supplying, fitting and fixing of A.C. with heating and cooling facility including supply of all necessary accessories as required for installation of Air Conditioner (AC).1.5 ton capacity |
| 58 | Table T-9 |
| 59 | Executive Chair PCH 7001D |
| 60 | Executive Chair PCH 7002D |
| 61 | 7044T With arms visitor |
| 62 | Table T-8 |
| 63 | Storwel Plain |
| 64 | Computer Chair 7042R with fixed Arms Revolving Low Back |
| 65 | Computer Table C3 |
| 66 | Galvanized ST Pole 12m long ND |
| 67 | MS Channel (100*50*5*3050 )mm |
| 68 | 33KV 'Y' Cross-arm (65*65*6) |
| 69 | Pole Clamp for 12m S.T. pole (Top) |
| 70 | Pole Clamp for12m S.T. pole (M) |
| 71 | Pole Clamp for 12 m S.T. pole (B) |
| 72 | Jam Clamp 12 ND |
| 73 | 33KV Disc Insulator 70KN |
| 74 | H/W fittings for Disc Insulator (Squirrel) |
| 75 | 33KV Pin Insulator |
| 76 | G.I. Pin for 33KV in Insulator |
| 77 | ACSR Squirrel Conductor |
| 78 | 33KV D.O. Fuse unit, Channel type, 200A |
| 79 | 33KV Bracing set, single tier |
| 80 | 33KV Lightning spike |
| 81 | G.I. wire, 8SWG |
| 82 | H.T. Stay set |
| 83 | Stay wire, 7/10 SWG |
| 84 | H.T. Guy Insulator 88KN |
| 85 | G.I. through bolts, 5/8\\" X 8\\" |
| 86 | M.S. Nuts & Bolts 5/8\\" X 4\\" |
| 87 | Danger plate |
| 88 | MVCC covered Conductor 70 sq mm |
| 89 | Heat shrinking jointing kits 70 sq mm for single core cover conductor |
| 90 | Sundries |
| 91 | 11/0.433KV, 250KVA, Transformer |
| 92 | 9KV 5KA Distribution class Porcelain Lightning Arrester, |
| 93 | 11KV D.O. Fuse unit, Chennel type, 200A |
| 94 | MS Channel (75*40*4.8*2800)mm |
| 95 | C.I. Earthing Pipe 6 X 3\\" |
| 96 | G.I. wire, 8SWG for earthing |
| 97 | 3½-core armoured cable, 300 mm² |
| 98 | Pole Clamp for 12m S.T. pole (M) |
| 99 | Al. Lug, 95mm² |
| 100 | Al. Lug, 120mm² |
| 101 | Galvanized ST Pole 8 m long |
| 102 | AAC Gnat Conductor |
| 103 | LT Stay set complete |
| 104 | Stay clamp (8 Mtr) |
| 105 | GI Stay wire (7/14 SWG) |
| 106 | Angle cross arm ( 50X50X6X610 ) |
| 107 | Shackle Insulator (16.0KN) |
| 108 | Pin Insulator |
| 109 | Guy Insulator (44KN) |
| 110 | Steel Pole Clamp Top (8 Mtr) |
| 111 | MS Nuts & Bolts 5/8*4\\" |
| 112 | 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)1x10x5x3=150 |
| 113 | Extra over item no 1 above for each 1 m depth or part thereof beyond the initial depth of 2m 1x10x5x1=50 |
| 114 | Providing soling with stone best quality picked jhama brick, sand packed and laid to the level in panel after preparing the subgrade as directed including all labour and materials and if necessary dewaterig complete.(b) Stone soling of thickness 100mm1x10x5=50 |
| 115 | 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).(b) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) (1x10x5x0.2)+ (2x2.962x1.076x0.10) + 1x0.876x1.076x0.10=10.73 |
| 116 | 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)(b) High yield strength deformed bars or Tor Bars 12mm dia. @ 150 C/C both ways top & bottom bars: 2*34*10*0.89=605.200kg, 2*67*5*0.89=596.300kg, 16mm dia. @150C/C vertical bars: 2*67*2.70*1.58=571.644kg, 2*27*2.70*1.58=230.364kg 4*20*2.70*1.58=341.280kg, 6*7*2.70*1.58=179.172kg, 2*6*2.70*1.58=51.192kg, 10mm dia. @ 150 C/C horizontal bars: 2*18*10*0.62=223.200kg, 2*18*4*0.62=89.280kg, 4*18*2.962*0.62=132.224kg, 6*18*1.076*0.62=72.049kg, 2*18*0.876*0.62=19.552kg, Total=3111.457kg |
| 117 | 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) 2*10*2.70=54.00, 2*4*2.7=21.60, 4*2.962*2.70=31.99, 2*0.876*2.70=4.73, 6*1.076*2.7=17.43, Total=129.751 |
| 118 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 1*10*5.0*0.3=15.00, 2*10*1.462*2.70=78.95, 4*0.8*1.076*2.70=9.30, Total=103.25 |
| 119 | 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 2*2.962*1.076*2.40=15.30, 1*1.076*0.876*2.40=2.26, Total=17.56 |
| 120 | Sand filling in plinth in layers not exceeding 150mm thick including breaking of clads, consolidating each layer by ramming and watering complete as directed. 2*2.962*1.076*0.1=0.637, 1*1.076*0.876*0.10=0.094, Total=0.731 |
| 121 | Providing soling with stone/best quality jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick soling (i) 100mm 2*2.962*1.076=6.374, 1*1.076*0.876=0.943, Total=7.32 |
| 122 | 15mm Cement plaster on the rough side of single or half brick wall of mix (a) 1:4 (1 cement: 4 fine sand) Top: 1*10*4=40.00, side: 2*10*0.30=6.00, Side: 2*4*0.3=2.40, Total=48.40 |
| 123 | Supplying & fitting transformer rails BS-90 LB Rails BS-90 LB, @ 45.02kg/m 2*4*45.02=360.16, 2*10*45.02=900.40, Total=1260.56 |
| 124 | Supplying of foundation bolts for rail, of length 750mm, dia 28mm. Foundation bolt @ 3.866Kg/unit= 28nos. 28*3.866=108.2480Kg |
| 125 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 126 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Km x 105.946=3708.11 |
| 127 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Km x 52.149=469.341 |
| 128 | NCA Type Column-15Nos |
| 129 | NB Type Beam-10 Nos |
| 130 | GI Nuts & Bolts |
| 131 | Foundation bolts |
| 132 | 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 |
| 133 | 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 |
| 134 | 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 |
| 135 | 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) |
| 136 | (a) Mild Steel and Medium Tensile Steel Bars (4x15x1.90x0.39=44.46Kg) |
| 137 | (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 |
| 138 | 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 |
| 139 | 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 |
| 140 | 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 |
| 141 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 142 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx9.924=347.34 |
| 143 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx4.962=44.568 |
| 144 | Sub Total (A) |
| 145 | For 6 Nos of 132kV Columns T1 Type (B) = 6 x A |
| 146 | Total |
| 147 | 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 |
| 148 | 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 |
| 149 | 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 |
| 150 | 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) |
| 151 | (a) Mild Steel and Medium Tensile Steel Bars 4x17x2.20x0.39=58.34Kg |
| 152 | (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 |
| 153 | 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 |
| 154 | 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 |
| 155 | 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 |
| 156 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 157 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx14.552cum=509.32 |
| 158 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx7.276cum=65.484 |
| 159 | Sub Total (A) |
| 160 | For 7 Nos of 132kV Columns T3P Type (B) = 7 x A |
| 161 | Total |
| 162 | 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 |
| 163 | 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 |
| 164 | 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 |
| 165 | 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) |
| 166 | (a) Mild Steel and Medium Tensile Steel Bars 4x17x2.20x0.39=58.34Kg |
| 167 | (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 |
| 168 | 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 |
| 169 | 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 |
| 170 | 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 |
| 171 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 172 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx14.552cum=509.32 |
| 173 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx7.276cum=65.484 |
| 174 | Sub Total (A) |
| 175 | For 2 Nos of 132kV Columns T4P Type (B) = 2 x A |
| 176 | Total |
| 177 | Erection of T1 Type columns 6Nos |
| 178 | Erection of T3P Type Columns 11Nos |
| 179 | Erection of T4P Type Columns 2Nos |
| 180 | Erection of Beams (G1-Type) 15Nos |
| 181 | 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)leg foundation - 2x1x1x1.1=2.20cum Tie beam foundation - 1x0.70x0.50x0.900=0.32cum Total=2.52 |
| 182 | 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) leg foundation - 2x1x1x0.1=0.20cum Tie beam foundation - 1x1.3x0.50x0.1=0.07cum Total=0.27 |
| 183 | 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) |
| 184 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 2x11x3.9x0.39=33.46Kg, Tie beam 1x11x0.8x0.39=3.43Kg, Total =36.89Kg |
| 185 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 2x12x1.2x1.59=45.79Kg, Tie beam 1x4x1.3x1.59=8.27Kg, Total =54.06Kg |
| 186 | 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) Leg - 2x4x0.7x1.2=6.72sqmm, Tie beam - 1x2x1.3x0.2=0.52sqmm, Total=7.24sqmm |
| 187 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 2x0.7x0.7x1.2=1.18cum, tie beam - 1x1.30x0.20x0.20=0.05cum. Total=1.23cum |
| 188 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 189 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx1.337cum=46.795 |
| 190 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx0.668cum=6.012 |
| 191 | Sub Total (A) |
| 192 | For 4 Sets of 132kV Circuit Breaker (B) = 4 x A |
| 193 | Total |
| 194 | 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)leg foundation - 3x0.60x2.1x1=3.78cum |
| 195 | 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) leg foundation - 3x0.6x2.1x0.1=0.38cum |
| 196 | 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) |
| 197 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 1x11x4.90x0.39=21.02Kg, |
| 198 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 3x12x1.1x1.59=62.96Kg, |
| 199 | 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) 3x2x2x1.1=13.20sqmm, 3x2x0.5x1.1=3.3sqmm, Total=16.50sqmm |
| 200 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 3x0.5x2x1.1=3.30cum, |
| 201 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 202 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx3.267cum=114.345 |
| 203 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx1.633cum=14.697 |
| 204 | Sub Total (A) |
| 205 | For 12 Sets of 132kV Isolators (B) = 12 x A |
| 206 | Total |
| 207 | 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)leg foundation - 3x1.1x1.1x1=3.63cum |
| 208 | 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) leg foundation - 3x1.1x1.1.1x0.1=0.36cum |
| 209 | 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) |
| 210 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 3x11x3.90x0.39=50.19Kg, |
| 211 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 3x12x1.1x1.59=62.96Kg, |
| 212 | 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) 3x4x1x1.1=13.20sqmm, |
| 213 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 3x1x1x1.1=3.30cum, |
| 214 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 215 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx3.252cum=113.82 |
| 216 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx1.626cum=14.634 |
| 217 | Sub Total (A) |
| 218 | For 4 Sets of 132kV Current Transformers (B) = 4 x A |
| 219 | Total |
| 220 | 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)leg foundation - 3x1.1x1.1x1=3.63cum |
| 221 | 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) leg foundation - 3x1.1x1.1.1x0.1=0.36cum |
| 222 | 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) |
| 223 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 3x11x3.90x0.39=50.19Kg, |
| 224 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 3x12x1.1x1.59=62.96Kg, |
| 225 | 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) 3x4x1x1.1=13.20sqmm, |
| 226 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 3x1x1x1.1=3.30cum, |
| 227 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 228 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx3.252cum=113.82 |
| 229 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx1.626cum=14.634 |
| 230 | Sub Total (A) |
| 231 | For 3 Sets of 132kV Lightning Arresters (B) = 3 x A |
| 232 | Total |
| 233 | 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)leg foundation - 3x1.1x1.1x1=3.63cum |
| 234 | 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) leg foundation - 3x1.1x1.1.1x0.1=0.36cum |
| 235 | 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) |
| 236 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 3x11x3.90x0.39=50.19Kg, |
| 237 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 3x12x1.1x1.59=62.96Kg, |
| 238 | 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) 3x4x1x1.1=13.20sqmm, |
| 239 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 3x1x1x1.1=3.30cum, |
| 240 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 241 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx3.252cum=113.82 |
| 242 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx1.626cum=14.634 |
| 243 | Sub Total (A) |
| 244 | For 1 Sets of 132kV Potential Transformer (B) = 1 x A |
| 245 | Total |
| 246 | 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)leg foundation - 1x1.1x1.1x1.2=1.45cum |
| 247 | 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) leg foundation - 1x1.1x1.1x0.1=0.12cum |
| 248 | 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) |
| 249 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 1x11x3.9x0.39=16.73Kg, |
| 250 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 1x12x1x1.59=62.96Kg, |
| 251 | 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) 1x4x1x1.1=4.4sqmm, |
| 252 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 1x1x1x1.1=1.10cum, |
| 253 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 254 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx1.084cum=37.94 |
| 255 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx0.542cum=4.878 |
| 256 | Sub Total (A) |
| 257 | For 11 Sets of 132kV Post Insulators (B) = 11 x A |
| 258 | Total |
| 259 | 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)leg foundation - 3x1.1x1.1x1=3.63cum |
| 260 | 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) leg foundation - 3x1.1x1.1.1x0.1=0.36cum |
| 261 | 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) |
| 262 | (a) Mild Steel and Medium Tensile Steel Bars 8mm dia. Leg- 3x11x3.90x0.39=50.19Kg, |
| 263 | (b) High yield strength deformed bars or Tor Bars 16mm dia. Leg- 3x12x1.1x1.59=62.96Kg, |
| 264 | 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) 3x4x1x1.1=13.20sqmm, |
| 265 | Providing and laying in position specified grade of reinforcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement, All work upto plinth level. (a) M15 or prop. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) leg - 3x1x1x1.1=3.30cum, |
| 266 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 267 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km - 5Km=35Kmx3.252cum=113.82 |
| 268 | Sand: Quarry at Damalgre 14Km away from work site: 14Km - 5Km=9Kmx1.626cum=14.634 |
| 269 | Sub Total (A) |
| 270 | For 2 Sets of 132kV Capacitive Votlage Transformers (B) = 2 x A |
| 271 | Total |
| 272 | Erection of 132kV CB |
| 273 | Erection of 132kV Isolator |
| 274 | Erection of 132kV CT |
| 275 | Erection of 132kV LA |
| 276 | Erection of 132kV PT |
| 277 | Erection of 132kV PI |
| 278 | Erection of 132kV CVT |
| 279 | Laying, stringing, tension, clamping, jointing, etc. with Panther Conductor including hoisting of insulators, fixing of hardware fittings, vibration dampers for complete Busbar, terminal equipment jumper of all the three power conductors: i) 132kV Incoming Bay including vertical droppings to equipments: 10+12+5.33+2.5+3.3+8+5.33=46.46, ii) 132kV Outgoing bay including vertical dropping to equipments: 10+12+5.33+2.5+3.3+8+5.33=46.46, iii) 132kV B/Coupler bay including verticat dropping to eqipments: 5.33+7.5+3.3+8+5.33=29.46, iv) 25MVA Tr. Bay including vertical droppings: 5.33+2.5+15.3+8+5.33+24+17.5=77.96, v) 132kV Transfer Bus: 48+48+6=102.00, vi) 132kV Main Bus including PT: 48+48+6+8.4=110.40, Total=412.74 |
| 280 | Laying, stringing and clamping with Earth wire including fitting and fixing of hardware fittings, etc. |
| 281 | Earthwork in excavation by manual/mechanical means ( Hydraulic excavator ) over areas ( exceeding 30 in depth , 1.5 m in width as well as 10 sqm on plan ) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer - in - charge. All kinds of soil (ordinary soil/hard soil) |
| 282 | Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of columns/walls, retaining walls , septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils. All kind of soils ( ordinary/hard/dense ) |
| 283 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead upto 50m and lift upto 1.50m. With available excavated earth. |
| 284 | Providing soling with stone, sand packed and laid to level ...Including all labour and materials .. complete.Stone soling (ii) 100mm |
| 285 | Plain Cement concrete works in foundation bed etc below plinth level in proportion 1:3:6 corresponding to M100 (1-cement, 3-sand, 6-stone aggregates of 40mm and down graded) including necessary curing complete excluding shuttering.1:3:6 |
| 286 | Plain Cement concrete works in foundation bed etc below plinth level in proportion 1:3:6 corresponding to M100 (1-cement, 3-sand, 6-stone aggregates of 40mm and down graded) including necessary curing complete excluding shuttering.1:2:4 |
| 287 | Random rubble stone masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1-cement, 6-sand; 12 graded stone aggregate 20mm nominal size upto plinth level Cement mortar. 1:6 (1 cement: 6 coarse sand) |
| 288 | SHUTTERING AND FORMWORK Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by Engineer In Charge. Foundation , footings , bases of columns, etc. for mass concrete ( using steel ) Cable Trench Apron Drain |
| 289 | Columns, Pillars, Piers , abutment , Post and Struts ( using Steel ) Columns |
| 290 | Lintels, Beams, Plint Beams, Girders, Bressumers and Cantilevers (using steel) |
| 291 | Slabs, Roofs, Landings, balconies and access platform, shelves (using steel) Slab, chajja |
| 292 | Supplying, fitting and fixing in position reinforcement bars upto 1st floor level, conforming to relevant I.S. Code for R.C.C. Work/ R.B. walling including straightening, 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, chairs, spacers etc. complete. (Rates inclusive of all wastage, lappage,hooks, chairs, anchorage etc. and no measurement for the same is required). High yield strength Deformed bars or Tor barsFootingsColumnsBeamsSlabStair caseChajja & D/wallLintel Beams at Doors & Windows |
| 293 | Supply, fitting and fixing 7 mm thick chequered steel plates floor for cable trenches hatch cover as and as per specification and drawing including painting ( two coats ) the steel works |
| 294 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work upto Plinth Level.M20 or 1:1½:3 ( 1cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size).Footings |
| 295 | Reinforced cement concrete work in beams, slabs, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases above plinth level up to first floor level, excluding the cost of centering, shuttering, finishing and reinforcement, M20 or 1:1½:3 ( 1cement: 1½ coarse sand: 3 graded stone aggregate 20mm nominal size).ColumnsBeamsChajja & D/WallSlab |
| 296 | Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes: Cement mortar 1:4 ( 1 cement: 4 coarse sand) Wall |
| 297 | Cement Plaster (In fine Sand)12mm Cement Plaster of mix (a) 1:4 (1:Cement: 4 fine sand) |
| 298 | Cement concrete floor topping 1:1:2 (1-cement:1- coarses: 2-stone aggregate) finished with a floating coat of neat cement, including cement slurry, complete.(b) 20mm thick.Apron & DrainRoof Slab |
| 299 | 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer of 28 mm thick cement concrete 1:2:4 (1-cement, 2-sand and 4-graded stone aggregate 12.5 mm nominal size) and top layer 12 mm thick with marble chips of sizes from 7 mm to 10 mm nominal size, laid in cement marble powder mix 3:1 (3-cement and 1-marble powder)by weight in proportion of 2:3 (2-cement marble powder mix and 3-marble chips by volume) including cement slurry etc. complete |
| 300 | Tile work in skirting, risers of steps and dado upto 2m height over 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 301 | .Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorbtion less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm, including grouting the joints with white cement and matching pigments etc, complete. (c) Size of tile 800x800 mm |
| 302 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature ( wherever required) and fitting the same with necessary stainless steel nuts and bolts etc., of required size, on the top of the floor or the side of the waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members staff shall be considered).Staircase |
| 303 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to I.S.:733 and I.S:1285, fixing with dash fasteners of required diameter and size, including necessary filling up the gaps at junction, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ panelling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer in charge. (Glazing and paneling to be paid for separately); For fixed portion |
| 304 | For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (i) Anodised Aluminium (anodised transparent or dyed to required shade according to I.S:1868 Minimum anodic coating of grade AC15) |
| 305 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer in charge:With float glass panes of 4.0 mm thickness |
| 306 | .Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 307 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). |
| 308 | Providing and applying Plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.Wall |
| 309 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete as per manufacturer's specification. |
| 310 | .Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding:New Works (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 311 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5 km |
| 312 | a) Stones/Chips - Quarry at Benabazar 40.00 km away from work site |
| 313 | b) Sand - Quarry at Damalgre 14.00 km away from work site |
| 314 | C&R Panel (Duplex type) for 132/33KV , 25MVA Transformer |
| 315 | C&R Panel (Duplex type) for 132KV Feeder with DPR |
| 316 | C&R Panel for 132KV Bus coupler |
| 317 | 220 Volts, 350 AH Battery Bank, Battery Charger with DCDB |
| 318 | 132KV, 630 A/0.2mH line wave trap suitable for suspension mounting and with mounting accessories etc. complete (Phase to Phase) |
| 319 | 48 Volts 100 AH Battery Bank & Battery Charger |
| 320 | 36 KV, 1250A, SF6 Circuit Breaker 25KA, type 30SFPG with mounting structure & Bimetalic rigid type terminal connectors for connecting with ACSR Panther conductor DC volts 220V, foundation bolts etc & also with first filling of SF6 gas. |
| 321 | 33KV CT |
| 322 | 33KV Isolator |
| 323 | 33KV LA |
| 324 | 33KV PI |
| 325 | 33KV PT |
| 326 | C&R Panel (Simplex) for 33KV Feeder, 220V |
| 327 | 33/0.425 KV, Transformer for Station Service |
| 328 | LT AC Switchgears |
| 329 | 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) |
| 330 | 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) |
| 331 | 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) |
| 332 | (a) Mild Steel and Medium Tensile Steel Bars |
| 333 | (b) High yield strength deformed bars or Tor Bars |
| 334 | 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) |
| 335 | 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) |
| 336 | 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 |
| 337 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 338 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 339 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 340 | Sub Total (A) |
| 341 | For 7 Nos of 33kV Columns C1 Type (B) = 7 x A |
| 342 | Total |
| 343 | 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) |
| 344 | 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 |
| 345 | 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) |
| 346 | (a) Mild Steel and Medium Tensile Steel Bars |
| 347 | (b) High yield strength deformed bars or Tor Bars |
| 348 | 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) |
| 349 | 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) |
| 350 | 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 |
| 351 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 352 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 353 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 354 | Sub Total (A) |
| 355 | For 8 Nos of 33kV Columns C1 Type (B) = 8 x A |
| 356 | Total |
| 357 | Erection of C1 Type Columns -7 nos |
| 358 | Erection of C3P Type Columns-8 nos |
| 359 | Erection of Beams (B4-Type)-9 nos |
| 360 | Control cable 2.5 sqmm |
| 361 | 19 core |
| 362 | 14 core |
| 363 | 6 core |
| 364 | 4 core |
| 365 | 2 core |
| 366 | Control cable 4 sqmm |
| 367 | 4 core |
| 368 | 3½ core, armoured, LT cable, 150 sqmm |
| 369 | ACSR Panther Conductor |
| 370 | Laying, stringing, tension, clamping, jointing, etc. with Panther Conductor including hoisting of insulators, fixing of hardware fittings, vibration dampers for complete Busbar, terminal equipment jumper of all the three power conductors: |
| 371 | Laying, stringing and clamping with Earth wire including fitting and fixing of hardware fittings, etc. |
| 372 | 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) |
| 373 | 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) |
| 374 | 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) |
| 375 | (b) High yield strength deformed bars or Tor Bars |
| 376 | 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) |
| 377 | 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 prop. 1:1:5:3 |
| 378 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 379 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 380 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 381 | Sub Total (A) |
| 382 | For 4 Sets of 33kV Circuit Breaker (B) = 4 x A |
| 383 | Total |
| 384 | 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) |
| 385 | 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) |
| 386 | 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) |
| 387 | (b) High yield strength deformed bars or Tor Bars |
| 388 | 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) |
| 389 | 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 prop. 1:1:5:3 |
| 390 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 391 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 392 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 393 | Sub Total (A) |
| 394 | For 4 Sets of 33kV Current Transformers (B) = 4 x A |
| 395 | Total |
| 396 | 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) |
| 397 | 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) |
| 398 | 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) |
| 399 | (b) High yield strength deformed bars or Tor Bars |
| 400 | 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) |
| 401 | 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 prop. 1:1:5:3 |
| 402 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 403 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 404 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 405 | Sub Total (A) |
| 406 | For 15 Sets of 33kV Isolators (B) = 15 x A |
| 407 | Total |
| 408 | 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) |
| 409 | 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) |
| 410 | 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) |
| 411 | (b) High yield strength deformed bars or Tor Bars |
| 412 | 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) |
| 413 | 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 prop. 1:1:5:3 |
| 414 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 415 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 416 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 417 | Sub Total (A) |
| 418 | For 4 Sets of 33kV Lightning Arresters (B) = 4 x A |
| 419 | Total |
| 420 | 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) |
| 421 | 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) |
| 422 | 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) |
| 423 | (b) High yield strength deformed bars or Tor Bars |
| 424 | 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) |
| 425 | 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 prop. 1:1:5:3 |
| 426 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 427 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 428 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 429 | Sub Total (A) |
| 430 | For 11 Sets of 33kV Post Insulators (B) = 11 x A |
| 431 | Total |
| 432 | 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) |
| 433 | 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) |
| 434 | 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) |
| 435 | (b) High yield strength deformed bars or Tor Bars |
| 436 | 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) |
| 437 | 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 prop. 1:1:5:3 |
| 438 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 439 | Stones/Chips: Quarry at Benabazar 40Km away from work site:40Km |
| 440 | Sand: Quarry at Damalgre 14Km away from work site: 14Km |
| 441 | Sub Total (A) |
| 442 | For 1 Set of 33kV Potential Transformers (B) = 1 x A |
| 443 | Total |
| 444 | Erection of 132kV CB |
| 445 | Erection of 132kV Isolator |
| 446 | Erection of 132kV CT |
| 447 | Erection of 132kV LA |
| 448 | Erection of 132kV PT |
| 449 | Erection of 132kV PI |
| 450 | 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) |
| 451 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead upto 50m and lift upto 1.5 m (a) with available excavated earth |
| 452 | Labour charge for laying , welding , fabrication etc |
| 453 | 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) |
| 454 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 100 mm |
| 455 | 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) |
| 456 | 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) |
| 457 | (b) High yield strength deformed bars or Tor Bars |
| 458 | 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) |
| 459 | 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 prop. 1:1:5:3 |
| 460 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 461 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 462 | Stones/Chips: Quarry at Benabazar 30Km away from work site: |
| 463 | Sand: Quarry at Damalgre 14Km away from work site |
| 464 | MS angles 50 mm x 50 mm x 5 mm @ 3.80 kg/m |
| 465 | 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) |
| 466 | PCC works in foundation bed for footing steps, walls, brick works, etc below plinth level ... |
| 467 | Supplying stone chips of size 22mm to 50mm as directed …. (Rate of stone aggregate 20 mm downgraded) |
| 468 | Spreading of gravels etc. (stone chips of size 22mm to 50mm as directed) …. |
| 469 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 470 | Stone/ Chips: Quarry at Matchorpara 15.00km away from work site |
| 471 | Sand: Quarry at Damring 11.00Km away from work site |
| 472 | 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) |
| 473 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 474 | 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) |
| 475 | 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) |
| 476 | (b) High yield strength deformed bars or Tor Bars |
| 477 | 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) |
| 478 | 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 prop. 1:1:5:3 |
| 479 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 480 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 481 | Stone/ Chips: Quarry at Benabazar 30.00km away from work site |
| 482 | Sand: Quarry at Damalgre 14.00Km away from work site |
| 483 | Sub Total (A) |
| 484 | For 2Nos of RCC CULVERT ACROSS THE APPROACH ROAD (B) = 2 x A |
| 485 | Total |
| 486 | Making of copper earthing ( for HV Neutral ) for 132/33 KV, 25 MVA Transformer |
| 487 | 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) |
| 488 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 489 | 12.5. Providing soling with stone/best quality picked …. If necessary dewatering complete |
| 490 | 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) |
| 491 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 492 | 12mm cement plaster mix Prop 1:4 |
| 493 | Sub Total (A) |
| 494 | Making of copper earthing ( for LV Neutral ) for 132/33 KV, 25 MVA Transformer |
| 495 | 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) |
| 496 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 497 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 498 | 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) |
| 499 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 500 | 12mm cement plaster mix Prop 1:4 |
| 501 | Sub Total (B) |
| 502 | MAKING OF G.I. EARTHING FOR 132/33 KV, 25 MVA , TRANSFORMER BODY |
| 503 | 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) |
| 504 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 505 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 506 | 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) |
| 507 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 508 | 12mm cement plaster mix Prop 1:4 |
| 509 | Sub Total C |
| 510 | MAKING OF G.I. EARTHING FOR 132 KV LA |
| 511 | 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) |
| 512 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 513 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 514 | 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) |
| 515 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 516 | 12mm cement plaster mix Prop 1:4 |
| 517 | Sub Total (D) |
| 518 | MAKING OF G.I. EARTHING FOR 33 KV LA TRANSFORMER LV SIDE |
| 519 | 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) |
| 520 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 521 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 522 | 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) |
| 523 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 524 | 12mm cement plaster mix Prop 1:4 |
| 525 | Sub Total E |
| 526 | MAKING OF G.I. EARTHING FOR 33 KV LA FOR 33 KV FEEDERS |
| 527 | 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) |
| 528 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 529 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 530 | 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) |
| 531 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 532 | 12mm cement plaster mix Prop 1:4 |
| 533 | Sub Total (F) |
| 534 | MAKING OF G.I. EARTHING FOR 132KV C & R PANELS |
| 535 | 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) |
| 536 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 537 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 538 | 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) |
| 539 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 540 | 12mm cement plaster mix Prop 1:4 |
| 541 | Sub Total (G) |
| 542 | MAKING OF G.I. EARTHING FOR 33KV C & R PANELS |
| 543 | 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) |
| 544 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 545 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 546 | 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) |
| 547 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 548 | 12mm cement plaster mix Prop 1:4 |
| 549 | Sub Total (H) |
| 550 | MAKING OF G.I. EARTHING FOR BATTERY CHARGER |
| 551 | 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) |
| 552 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 553 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 554 | 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) |
| 555 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 556 | 12mm cement plaster mix Prop 1:4 |
| 557 | Sub Total (I) |
| 558 | MAKING OF G.I. EARTHING FOR PLCC BATTERY CHARGER AND PLCC |
| 559 | 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) |
| 560 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 561 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 562 | 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) |
| 563 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 564 | 12mm cement plaster mix Prop 1:4 |
| 565 | Sub Total (J) |
| 566 | MAKING OF G.I. EARTHING FOR STATION SERVICE TRANSFORMER |
| 567 | 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) |
| 568 | Extra over item no. 2.1 ... above for each 1m depth or part thereof beyond the initial depth of 2m |
| 569 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 150 mm |
| 570 | 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) |
| 571 | Brick work in cement mortar with 1st class bricks in foundtion and in plinth level up to first floor level in all shapes abd sizes |
| 572 | 12mm cement plaster mix Prop 1:4 |
| 573 | Sub Total (K) |
| 574 | Grand Total = Sub Total A +B + C + D + E + F + G + H + I + J + K |
| 575 | CONSTRUCTION OF APPROACH ROAD (INTERNAL) |
| 576 | Excavation in soil with Dozer with lead upto 100m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 577 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sq.m in soil to specified lines, grades levels and dimensions……A) Manual means |
| 578 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. A) By mix in place method:- |
| 579 | 1) WBM Grading - I : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading I as per Technical Specification Clause 404.B) By Mechanical means means: |
| 580 | 2) WBM Grading -II, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading 2 as per Technical specification Clause 405. B) By Mechanical means: |
| 581 | 3) WBM Grading -III, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading 3 as per Technical specification Clause 405. B) By Mechanical means: |
| 582 | Prime Coat:Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg/ sqm using mechanical means as per Technical specification Clause 502. |
| 583 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitummen) binder: Providing, laying and rolling open graded premix carpet of 20 mm thickness compos- ed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat ....... as per Technical specification Clause 508. |
| 584 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitummen) binder: Providing, laying and rolling open graded premix carpet of 20 mm thickness compos-ed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat ....... as per Technical specification Clause 508. |
| 585 | Seal Coat:Providing and laying seal coat sealing the voids in a bituminous surface laid to the specific levels, grade and cross fall using Type A ………… as per Technical specification Clause 510.A) By manuals means: |
| 586 | Cost of haulage excluding loading and unloading complete. |
| 587 | A) Stone aggregates |
| 588 | B) Binding material |
| 589 | Loading and unloading of stone boulder/stone aggregates/sand/kankar/ etc. |
| 590 | Sub Total (A) |
| 591 | CONSTRUCTION OF RAIN WATER DRAINAGE WITH NP-4 CLASS RCC PIPE FOR WATER OUTLET THROUGH BRICK WALL BOUNDARY FENCING |
| 592 | 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) |
| 593 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 100 mm |
| 594 | 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).(b) 1:3:6 ( 1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). |
| 595 | 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) |
| 596 | (b) High yield strength deformed bars or Tor Bars |
| 597 | a) Mild steel and medium tensile steel bars |
| 598 | 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) |
| 599 | 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 prop. 1:1:5:3 |
| 600 | Brick work with common burnt clay (Non-modular) 1st class brick in foundation and in plinth a) Cement mortar 1:4 |
| 601 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 602 | Providing and laying Non pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete (b) 600 mm dia RCC pipes |
| 603 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 604 | Quantity of carriage for sand |
| 605 | Quantity of carriage for stones/chips |
| 606 | Sub Total (B) |
| 607 | DRILLING DEEP TUBE WELL AND LAYING GI PIPES FOR WATER SUPPLY |
| 608 | Drilling deep tube well through all types of formations ( including hard rock formation ) down to required dept using D.T.H. Rig Machine with suitable D.T.H. Hammer and bits etc. |
| 609 | (2.01) 200mm dia. (8'' inches) |
| 610 | (2.02) 150mm dia. (6'' inches) |
| 611 | (2.03) 110mm dia. (4 1/2'' inches) |
| 612 | Providing and lowering charges of M.S. casing pipes for bore well including supply of jointing materials all complete as directed. |
| 613 | (3.01) 200mm dia. (8'' inches) |
| 614 | (3.02) 150mm dia. (6'' inches) |
| 615 | Providing and lowering charges of PVC/GI casing pipes for bore well including supply of jointing materials all complete as directed.(4.01) 110mm dia. (4 1/2'' inches) |
| 616 | Development of bore well with adequate air pressure for flushing etc. all complete as directed.(5.01) Per Hr. |
| 617 | Providing 6mm thick MS plate cover for plugging the well including supplying welding materials all complete as directed. (6.01) Size 45 cm x 45 cm |
| 618 | Supplying fitting and fixing GI reducing tee as per approved quality of the department including jointing materials and carraige of materials within 8Km as complete as directed. |
| 619 | Supplying including carraige within 8Km and laying in trenchs including fitting, fixing GI pipe complete with all GI fittings, such as Socket, Bend Elbow, cross, union socket, threaded nipple, Reducing socket, Reducing tees including cutting, threading etc. with all jointing materials complete ............. |
| 620 | 1.03) 25mm dia |
| 621 | 1.01)15 mm dia |
| 622 | Supplying fitting and fixing GI Elbow as per approved quality of the department including jointing materials ….. as complete as directed. |
| 623 | 2.03) 25mm dia |
| 624 | 2.01) 15mm dia |
| 625 | Supplying fitting and fixing GI Bend as per approved quality of the department including jointing materials …….as complete as directed. |
| 626 | 4.03) 25mm dia |
| 627 | 4.01) 15mm dia |
| 628 | Supplying fitting and fixing GI reducing socket as per approved quality of the department including jointing materials ……. as complete as directed. 7.02) 25 x 15mm dia |
| 629 | Supplying fitting and fixing GI union socket as per approved quality of the department including jointing materials ……….. as complete as directed. |
| 630 | 12.027) 25mm dia |
| 631 | 12.01) 15mm dia |
| 632 | Supplying, fitting, fixing Gun metal valve (superior quality) including jointing materials …….as complete as directed. 20.03) 25mm dia |
| 633 | Supplying fitting and fixing GI reducing tee as per approved quality of the department including jointing materials …….. as complete as directed. 15.02) 25 x 15mm dia |
| 634 | Supplying, fitting & fixing complete 100mm Bore Well Water-Filled Submersible Pumps 1(PH) or similar. (e) 2 HP with control panel |
| 635 | Sub Total ( C) |
| 636 | CONSTRUCTION OF INTERLOCK PAVERS INFRONT OF THE CONTROL ROOM BUILDING AND SIDE DRAINAGE |
| 637 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Volume of GSB : |
| 638 | Providing and laying paver over a base of 100 mm compacted sand gravel including cutting where necessary finished with flush pointing with cement slurry mixed with approved pigment to match shade of tiles complete at all levels as specified and directed. a) 80 mm thick Pavers Area :- |
| 639 | Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in-charge. a) All kinds of soil (ordinary soil/ hard soil/ dense soil) Foundation for drain :- |
| 640 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 100 mm |
| 641 | 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) |
| 642 | 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).(c) 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) |
| 643 | Cement plaster (in fine sand) 12mm Cement plaster of mix:(a) 1:4 (1 cement: 4 fine sand) |
| 644 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5 km |
| 645 | Quantity of carriage for stones/chips |
| 646 | Quantity of carriage for sands |
| 647 | Sub Total (D) |
| 648 | CONSTRUCTION OF SECURITY SENTRY POST |
| 649 | Earth work in excavation by manual/ mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead up to 50m and lift up to 1.5m, as directed by Engineer-in-charge. a) All kinds of soil (ordinary soil/ hard soil/ dense soil) Foundation for drain :- |
| 650 | Earthwork in filling (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20 cm thick including breaking of clods, consolidating each layer by ramming and watering, lead upto 50m and lift upto 1.5 m (a) with available excavated earth |
| 651 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Brick soling of thickness 100 mm |
| 652 | 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).(b) 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20mm nominal size) |
| 653 | 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) |
| 654 | 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) |
| 655 | (b) High yield strength deformed bars or Tor Bars |
| 656 | (a) Mild steel and Medium Tensile steel bars |
| 657 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost Of centerjng, shuttering, finishing and reinforcement- All work up to plinth level:(a) M15 or Prop.1:2:4 |
| 658 | Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes (a) Cement mortar 1:4 |
| 659 | Cement plaster (in fine sand) 12mm Cement plaster of mix:(a) 1:4 (1 cement: 4 fine sand) |
| 660 | Plain cement concrete floor base in prop 1:3:6 laid in alternate bays as specified with coarse aggregate of size 13 mm to 32 mm including dewatering ... Complete (b) 50 mm thick in prop 1:3:6 |
| 661 | Cement concrete floor topping 1:1:2 (1-cement:1- coarses: 2-stone aggregate) finished with a floating coat of neat cement, including cement slurry, complete.(b) 20mm thick. |
| 662 | Cement plaster skirting up to 30cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement |
| 663 | Providing wood work in frames Of doors, windows, ………….(c) With lst class Local wood (i) Pooma/ Hollock/ Gamari/ and the like |
| 664 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (c)With lst class Local wood I. Pooma/ Hollock/ Gamari/ and the like (i) 35 mm thick shutters |
| 665 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. |
| 666 | With ready mixed pink or grey primer of approved brand and manufacture on wood works (hard and soft wood)/ with ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood. |
| 667 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 668 | Finishing walls with Acrylic smooth exterior paint of required shade, including scaffolding: (a) New Works (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 669 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound) content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete as per manufacturer's specification. (a). New work (Two or more coats) |
| 670 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5 km |
| 671 | Quantity of carriage for stones/chips |
| 672 | Quantity of carriage for sand |
| 673 | Sub Total (E) |
| 674 | CONSTRUCTION OF MAIN APPROACH ROAD |
| 675 | Excavation in soil with Dozer with lead upto 100m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 676 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sq.m in soil to specified lines, grades levels and dimensions……A) Manual means |
| 677 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. A) By mix in place method:- |
| 678 | 1) WBM Grading - I : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading I as per Technical Specification Clause 404.B) By Mechanical means means: |
| 679 | 2) WBM Grading -II, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading 2 as per Technical specification Clause 405. B) By Mechanical means: |
| 680 | 3) WBM Grading -III, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading 3 as per Technical specification Clause 405. B) By Mechanical means: |
| 681 | Prime Coat:Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg/ sqm using mechanical means as per Technical specification Clause 502. |
| 682 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitummen) binder:Providing, laying and rolling open graded premix carpet of 20 mm thickness compos-ed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen oremulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat ....... as per Technical specification Clause 508. |
| 683 | Seal Coat:Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecific levels, grade and cross fall using Type A ………… as per Technical specification Clause 510.A) By manuals means: |
| 684 | Cost of haulage excluding loading and unloading complete. |
| 685 | A) Stone aggregates |
| 686 | B) Binding material |
| 687 | Loading and unloading of stone boulder/stone aggregates/sand/kankar/ etc. |
| 688 | Sub Total (F) |
| 689 | Repairing of Brick wall Fencing with RCC frame structure and ornamental Grill |
| 690 | 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) |
| 691 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 100 mm |
| 692 | 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).(b) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) |
| 693 | 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) |
| 694 | a) Mild steel and medium Tensile steel bars |
| 695 | (b) High yield strength deformed bars or Tor Bars |
| 696 | Centering and shuttering including strutting, propping etc and removal of form for all heights complete and as directed by Engineer incharge |
| 697 | Columns, Pillars, Piers, Abutments, Posts and Struts (using Steel). |
| 698 | Lintels, beams, plinth beams, girders, bressumers and cantilevers (using steel) |
| 699 | 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).(c) 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) |
| 700 | Providing and laying cement concrete in retaining walls etc and all works above plinth level such as pilasters,coulumns,pillars,posts, struts,buttresses,parapets,coping,plain,window sills,fillets,sunkens floor etc uo to first floor level excluding the cost of centering,shuttering and finishing (b) 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) |
| 701 | Brick work in cement mortar with first class brick in superstructure above plinth level up to first floor level in all shapes and sizes (a) Cement mortar 1:4 |
| 702 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 703 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5Km |
| 704 | (A) Stones/Chips :- Quarry at Bena Bazar 40.00km away from work site |
| 705 | (B) Sand :- Quarry at Damalgre 15 km away from work site |
| 706 | Sub Total (G) |
| 707 | CONSTRUCTION OF RETAINING WALL |
| 708 | Construction of retaining walls/breast walls in cement mortar (i) Earthwork in excavation for structures |
| 709 | Plain cement concrete M 10 grade |
| 710 | Stone masonry work in cement mortar 1:5 |
| 711 | Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall |
| 712 | Filter material behind retaining wall / breast wall as per |
| 713 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete asper drawing and Technical specifications |
| 714 | Cost of haulage excluding loading and unloading. |
| 715 | Stone:- Quarry at 1 km away from 87th km of AMPT Road (at Pipulbari) |
| 716 | Stone aggregates |
| 717 | Stone Boulders |
| 718 | Sand & GSB |
| 719 | Loading and unloading of stone boulder/stone aggregates/sand/kankar etc. |
| 720 | Sub Total (H) |
| 721 | GRAVELLING OF EXISTING KACHA VILLAGE ROAD, UPPER DAMALGRE |
| 722 | Excavation in soil with Dozer with lead upto 100m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 723 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sq.m in soil to specified lines, grades levels and dimensions……A) Manual means Surface drain |
| 724 | WBM Grading - I : Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with three wheel 80-100 KN static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregates, watering and compacting to the required density Grading I as per Technical Specification Clause 404. |
| 725 | Cost of haulage excluding loading and unloading complete. |
| 726 | A) Quarry for stone at Benabazar 40.00km away from the work site. |
| 727 | B) Quarry for binding materials at 35.00km away from work site. |
| 728 | A) Stone aggregates |
| 729 | B) Binding material |
| 730 | Loading and unloading of stone boulder/stone aggregates/sand/kankar/ etc. |
| 731 | Sub Total (I) |
| 732 | Grand Total = Sub Total A +B + C + D + E + F + G + H + I |
| 733 | CONSTRUCTION OF NEW 11KV LINE (1.80 KM) TAPING FROM EXISTING 11KV UPPER DAMALGRE LINE TO THE PROPOSED 132/33KV SUBSTATION COMPLEX |
| 734 | Excavation of pole pits Pit size 500X500X2000 mm for 12 Mtr. Pole ii) Soft rock mixed with earth |
| 735 | Erection and Grouting of Steel Tubular poles: The work comprises of pole including base plate and grouting from the base upto a height of 150mm above the ground level ............ concrete prop. 1:3:6 ( taking delivery of all materials including poles from the deparmental stores, loading, carrying, unloading etc. to site). d) 12 m long |
| 736 | Erection of Stay set: The work comprises of stay pit, grouting of stay set and fitting and fixing of stay wire to the pole with clamp including fitting of guy insulator ............ including taking delivery of all materials from the deparmental stores, loading, carrying, unloading etc. to site). a) HT Stay sets |
| 737 | Earthing of pole location with CI/GI pipe including digging of earth pit and filling the pit with charcoal, salt and earth as directed. Fitting/fixing of lighting spike and making necessary contruction as directed. |
| 738 | a) Double Pole location |
| 739 | b) Single Pole location |
| 740 | Fitting and fixing of Bracing set complete a) Z type Bracing set |
| 741 | Fitting and fixing of double channel including fitting of insulators complete. a) 33KV line |
| 742 | Fitting and fixing of single pole cross arm a) Fitting and fixing of V cross arm/inverted V cross arm/ Y cross arm/ straight cross arm along with fitting and fixing of top bracket with fixing of insulators, etc. complete. (ii) 33KV line |
| 743 | Paying out and Stringing of Conductor including stringing of conductor fixing with disc insulator string and over the pin insulator including binding and jumpering wherever necessary …..(A) For H.T. Line (v) ACRSR Squirrel conductor |
| 744 | Fitting and fixing of Danger plate as directed |
| 745 | Installation of Sub-station Installation of all equipments of sub-station includes dragging (upto 250 mtres), lifting and placing of Transformer and its accessories from the roadside to the Transformer pad/location including fitting of accessories, earth pit digging and fitting & fixing of earth pipe with all earth connections complete with filling of salt, charcoal, fitting of channels for D.O. sets/L.A. set and fitting and fixing of MCCB, D.O. set, gang switch, gang-cum-D.O. etc. for Transformer with all connections of HT side and LT side upto L.T. Mainswitch/busbar, as directed.... 1. Floor Mounted Transformer c) 250KVA Transformer (11/0.4KV) |
| 746 | Drawing and Connection of LT u/g Cable Drawing laying and connection of LT u/g cable......... layer of 50 mm thick sand at the bottom and laying the cable in the trench, spreading another layer of sand above the cable and filling the trench with stone chips, earth etc. complete as directed..... B) Exposed in air i) 3−1/2 core above 300 sq.mm |
| 747 | Sub Total (A) |
| 748 | ERECTION WORK FOR CONSTRUCTION OF 3−PHASE 4−WIRE LT LINE FOR PROVIDING LT SUPPLY |
| 749 | Excavation of pole pits:Pit size 400X400X1250 mm (8 meter pole)ii) Soft rock mixed with soil |
| 750 | Erection and Grouting of Steel Tubular poles:The work comprises of stay pit, grouting of stay set and fitting and fixing of stay wire to the pole with clamp including fitting of guy insulator ............ including taking delivery of all materials from the deparmental stores, loading, carrying, unloading etc. to site). f) 8.0 meter long |
| 751 | Erection of Stay set:The work comprises of stay pit, grouting of stay set and fitting and fixing of stay wire to the pole with clamp including fitting of guy insulator ............ including taking delivery of all materials from the deparmental stores, loading, carrying, unloading etc. to site). b) LT Stay sets |
| 752 | Fitting and fixing LT cross-arm:Fitting and fixing of LT cross arm including fitting and fixing of shackle insulators, pin insulators, etc……. |
| 753 | a) single cross arm suitable for 2 conductors |
| 754 | b) single cross arm suitable for 4 conductors |
| 755 | Paying out and Stringing of Conductor (ACSR and AAC) Paying out and Stringing of Conductor including stringing of conductor fixing with disc insulator string and over the pin insulator including binding and jumpering wherever necessary …..iv) AAC Gnat conductor |
| 756 | Sub Total (B) |
| 757 | CONSTRUCTION OF FOUNDATION PAD FOR 11/0.433KV, 250KVA TRANSFORMER |
| 758 | 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) |
| 759 | 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) |
| 760 | 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) |
| 761 | (b) High yield strength deformed bars or Tor Bars |
| 762 | 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) |
| 763 | 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 prop. 1:1:5:3 |
| 764 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 765 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5 km |
| 766 | (A) Stones/Chips :- Quarry at Benabazar 40.00km away from work site |
| 767 | Quantity of carriage for stones/chips |
| 768 | Quantity of carriage for sand |
| 769 | Sub Total (C) |
| 770 | CONSTRUCTION OF CHAIN LINK FENCING FOR 11/0.433KV, 250KVA TRANSFORMER |
| 771 | 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) In ordinary rock (soft rock/medium rock/hard shale) |
| 772 | Providing soling with stone/ best quality picked jhama brick, sand packed and laid tp level ... Complete (b) Stone soling of thickness 100 mm |
| 773 | 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) |
| 774 | (b) High yield strength deformed bars or Tor Bars |
| 775 | a) Mild steel and medium tensile steel bars |
| 776 | 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) |
| 777 | Supplying at site angle Iron Post & strut of required size including bottom to be split and bent angle in opposite direction for 10 cm length and drilling holes up to 10 mm dia. etc. complete |
| 778 | 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).(c) 1:2:4( 1-cement, 2- Coarse sand, 4- graded stone agregate 20 mm nominal size) |
| 779 | Providing and fixing G.I Chainlink fabrick fencing of required width in mesh size 50 x 50 mm includind strengthening with 2 mm dia. Wire or nuts, bolts and washers as required complete as per the direction of Engineer- i- charge (b) Made of G.I wire of dia 4 mm, PVC coated to achieve outer dia. not less than 5mm in required colour and shade |
| 780 | 12 mm cement plaster of mix (a) Proportion 1:4 |
| 781 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structureal steel etc as required b) in gratings, frames, guardbar,ladder, raillings, brackets, gates and similar works Size of grill gate 2 x 2.5 M x 2.00 M Weight of Grill Gate @ 8Kg/m² |
| 782 | Extra for carriage including loading and unloading and all charges complete beyond the initial lead of 5km |
| 783 | (A) Stones/Chips :- Quarry at Bena Bazar 40.00km away from work site |
| 784 | Quantity of stones/chips |
| 785 | (B) Sand :- Quarry at Damalgre 14 km away from work site |
| 786 | Quantity of sand |
| 787 | Sub Total (D) |
| 788 | Grand Total = Sub Total A + B + C + D |
| 789 | Schedule-1 (Supply of materials) |
| 790 | Schedule-2 Construction of pad for 132/33KV, 25 MVA, Transformer at 132KV Substation , Upper Damalgre |
| 791 | Schedule-3 Dragging, erection, testing and commissioning of 132/33KV, 25MVA, Transformer at 132KV Praharinagar sub-station |
| 792 | Schedule-4 Construction of foundations of 6 Nos for 132KV columns ( T1 type) at 132KV Grid Sub-station, Upper Damalgre |
| 793 | Schedule-5 Construction of foundations for 7 Nos of 132KV columns ( T3P type) at 132KV Grid Sub-station, Upper Damalgre |
| 794 | Schedule-6 Construction of foundations for 2Nos of 132KV columns ( T4P type) at 132KV Grid Sub-station, Upper Damalgre |
| 795 | Schedule-7 Erection of 132KV columns and beams at 132KV Grid substation, Upper Damalgre |
| 796 | Schedule-8 Foundation of 132KV Circuit Breaker at 132kV Grid Sub-Station, Upper Damalgre |
| 797 | Schedule-9 Foundation of 132KV Isolator At 132KV Grid Sub-Station, Upper Damalgre |
| 798 | Schedule-10 Foundation of 132kV CT at 132KV Grid Sub-Station, Upper Damalgre |
| 799 | Schedule-11 Foundation of 132kV LA at 132KV Grid Sub-Station, Upper Damalgre |
| 800 | Schedule-12 Foundation of 132kV PT at 132KV Grid Sub-Station, Upper Damalgre |
| 801 | Schedule-13 Foundation of 132kV Post Insulator at 132KV Grid Sub-Station, Upper Damalgre |
| 802 | Schedule-14 Foundation of 132kV CVT at 132KV Grid Sub-Station, Upper Damalgre |
| 803 | Schedule-15 Erection of 132KV Terminal Equipmets 132KV Grid substation, Upper Damalgre |
| 804 | Schedule-16 For Stringing of 132kv Busbar with ACSR Panther and Zebra Conductor Including Stringing Of Earth Wire At 132kv Grid Sub-Station, Upper Damalgre |
| 805 | Schedule-17 CONSTRUCTION OF CONTROL ROOM BUILDING AT 132/33KV PRAHARINAGAR SUBSTATION, UPPER DAMALGRE |
| 806 | Schedule-18 CONSTRUCTION OF 132/33 KV (33 KV SWITCHYARD ITEMS, EQUIPMENT ETC. AND 132 KV EQUIPMENTS) FOUNDATION & ERECTION WORKS INCLUDING MATERIALS |
| 807 | Schedule-19 Construction of foundations of 7 Nos for 33KV columns ( C1 type) at 132KV Grid Sub-station, Upper Damalgre |
| 808 | Schedule-20 Construction of foundations of 8 Nos for 33KV columns ( C3 type) at 132KV Grid Sub-station, Upper Damalgre |
| 809 | Schedule-21 Erection of 33KV columns and beams at 132KV Grid substation, Upper Damalgre |
| 810 | Schedule-22 LAYING AND TERMINATION OF CONTROL CABLES |
| 811 | Schedule-23 STRINGING OF 33KV BUSBAR WITH ACSR PANTHER AND ZEBRA CONDUCTOR INCLUDING STRINGING OF EARTH WIRE |
| 812 | Schedule-24 Foundation of 33KV Circuit Breaker at 132kV Grid Sub-Station, Upper Damalgre |
| 813 | Schedule-25 Foundation of 33kV Current Transformers at 132kV Grid Sub-Station, Upper Damalgre |
| 814 | Schedule-26 Foundation of 33kV Isolators at 132kV Grid Sub-Station, Upper Damalgre |
| 815 | Schedule-27 Foundation of 33kV Lightning Arresters at 132kV Grid Sub-Station, Upper Damalgre |
| 816 | Schedule-28 Foundation of 33kV Post Insulators at 132kV Grid Sub-Station, Upper Damalgre |
| 817 | Schedule-29 Foundation of 33kV Potential Transformers at 132kV Grid Sub-Station, Upper Damalgre |
| 818 | Schedule-30 Erection of 33KV Terminal Equipmets 132KV Grid substation, Upper Damalgre |
| 819 | Schedule-31 RELATED CIVIL WORKS (MAKING OF EARTH MAT, CONSTRUCTION OF CABLE TRENCH , PCC & GRAVELLING , RCC CULVERT ACROSS THE APPROACH ROAD , MAKING OF EARTHING) |
| 820 | Schedule-32 CONSTRUCTION OF CABLE TRENCH AT THE 132/33 KV SUBSTATION, UPPER DAMALGRE |
| 821 | Schedule-33: PCC & GRAVELLING OF 132 KV & 33 KV SWITCHYARD AT THE 132/33 KV SUBSTATION, UPPER DAMALGRE |
| 822 | Schedule-34: RCC CULVERT ACROSS THE APPROACH ROAD ( 2 NOS ) AT THE 132/33 KV SUBSTATION, UPPER DAMALGRE |
| 823 | Schedule-35: MAKING OF COPPER EARTHING FOR HV & LV NEUTRAL OF 132/33 KV , 25 MVA TRANSFORMER AND GI EARTHING FOR 132/33kV , 25 MVA TRANSFORMER BODY , 132 KV & 33 KV LA INCLUDING OTHER EQUIPMENTS AT THE 132/33 KV SUBSTATION, UPPER DAMALGRE |
| 824 | Schedule-36: SWITCHYARD LIGHTING, CONSTRUCTION OF APPROACH ROAD, RAIN WATER DRAINAGE, PROVIDING STREET LIGHTING, INSTALLATION OF AIR CONDITIONER ,PROCUREMENT OF OFFICE FURNITURE, DRILLING DEEP TUBE WELL AND LAYING GI PIPES FOR WATER SUPPLY, CONSTRUCTION OF INTERLOCK PAVERS & SIDE DRAINAGE, SECURITY SENTRY POST, MAIN APPROACH ROAD INCLUDING ADDTIONAL CIVIL WORKS |
| 825 | Schedule-37: ERECTION WORK FOR CONSTRUCTION OF NEW 11KV LINE (1.80 KM) TAPING FROM EXISTING 11KV UPPER DAMALGRE LINE TO THE PROPOSED 132/33KV SUBSTATION COMPLEX INCLUDING INSTALLATION OF 11/0.4KV, 250KVA TRANSFORMER |
AI Tender Summary
Tender Timeline
Oct 09, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 04, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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