Tender For Tender For Construction Of 33/11 Kv 2*3.15 Mva Gis Sub-Station At Dehrian Under Electrical Division Hpsebl Jawalamukhi (Bid No:- Cekz-08-Si-2026-27)
Tender Value
Ref. Documents
Estimated cost
Bid Submission
22 Jul 2026
10 days left
EMD
14.78 Lakhs
Bank guarantee accepted
Document Fee
2950
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Tender For Construction Of 33/11 Kv 2*3.15 Mva Gis Sub-Station At Dehrian Under Electrical Division Hpsebl Jawalamukhi (Bid No:- Cekz-08-Si-2026-27)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 08-Jul-2026 | Technical Bid | Technical Bid | 22-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | A) Supply Part |
| 2 | 33/11 KV Sub-station |
| 3 | 33/11kV, 2x3.15 MVA Power Transformer(s) |
| 4 | Power Transformer (3.15 MVA, 33/11 kV, ONAN, OLTC, Outdoor) |
| 5 | Sub Station Transformer (100 kVA, 33/0.415 kV ) |
| 6 | 33kV GIS & Allied Equipments |
| 7 | 33 kV SF6 Gas Insulated Switchgear with VCB of rating 1250 A, CT set {of rating 2 Nos. 600-300/1-1-1 A, 2 Nos. 400-200/1-1-1 A, 1 No. 10-5/1-1-1 A (Stn. Trf.)}, 2 Nos. PT Set of rating 33 kV/110 V & DLMS compliant energy meters for Two Incoming, Two Outgoing, one station trf. and one Bus Coupler bay. (Make ABB, Synider Infra/ Simens Ltd) |
| 8 | SCADA & Telecommunication Facilities of leading company in the respective field including design, fabrication, supply , transportation to site, erection, integration, testing and commissioning of RTU based SCADA System for 33/11 kV S/stn with FOTE and MPLS provision |
| 9 | 30V, 200Ah Battery Bank for FOTE and SCADA |
| 10 | 30V,float cum boost battery charger for 30V 200AH battery with BHMS( battery health management system) with ascociated accessories |
| 11 | 30V, DCDB distribution panel of sheet steel cubicle floor mounting |
| 12 | 415V ACDB, with trivector meter, and other indicating instruments for auxilliary supply |
| 13 | 33kV, Isolator , 1600A with earth switch triple pole,gang operated outdoor horizontal double break with motor cum manual operated, centre rotating post, complete with 36 kV solid core insulators (9 no. Per isolator), complete in all respect. |
| 14 | 33kV, Isolator , 1600A without earth switch triple pole,gang operated outdoor horizontal double break with motor cum manual operated, centre rotating post, complete with 36 kV solid core insulators (9 no. Per isolator), complete in all respect. |
| 15 | 33kV LAs/surge arrestor, ZnO, Polymeric |
| 16 | 11kV , 1250 A, indoor switchgear panels |
| 17 | Incomer/transformer panels |
| 18 | Bus coupler panel with riser |
| 19 | Feeder/Outgoing Panel and 2 spare |
| 20 | 11 kV Incomer Bus: Potential Transformer (11 kV/110V, 3Φ, Indoor) |
| 21 | 11kV LA(9kV,10kA,ZnO Poecelain,outdoor) |
| 22 | 415V ACDB, with trivector meter, and other indicating instruments for auxilliary supply |
| 23 | Power Cables: |
| 24 | 1C X 185 sqmm 33kV XLPE cable , Al armoured(feeder to GIS Panels (6+2), GIS Panels totransformer (6+2))(2 spares) |
| 25 | 1C X 95 sqmm 33kV XLPE cable , Al armoured(GIS panel to station transformer , 3+1) |
| 26 | 3C X 400 sqmm 11 kV XLPE cable , Alarmoured(transformer to 11kV Panels , 2+1) |
| 27 | 3C X 240 sqmm 11 kV XLPE cable , Alarmoured(outgoing feeders , 5+2) |
| 28 | 1.1kV LT cable XLPE, ,4 core, 16mmsq. (ACDB toequipments) |
| 29 | 1.1kV LT cable PVC, ,3.5 core, 120 sqmm. (Stn. T/f toACDB) |
| 30 | HEAT Shrinkable termination kits outdoor type |
| 31 | 1C X 185 sqmm 33kV XLPE cable , outdoor type (feeder to GIS Panels (6+2), GIS Panels totransformer (6+2)) |
| 32 | 1C X 95 sqmm 33kV XLPE cable , outdoor ( 3+1) |
| 33 | 3C X 400 sqmm 11 kV XLPE cable , outdoor , 2+1) |
| 34 | 3C X 240 sqmm 11 kV XLPE cable , outdoor type ,5+2) |
| 35 | Control cables: |
| 36 | 2X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreened control cable (Heat resistant, Fire reluctant Lowsmoke ) |
| 37 | 4X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreenedcontrol cable |
| 38 | 10X 2.5sqmm , 1.1kV , Cu , HR-FRLS unscreenedcontrol cable |
| 39 | 11kV outgoing gantry for outgoing feeders |
| 40 | Earthmat and associated accessories. |
| 41 | M.S. Flat 75x8mm for ground mat including 5%wastage and weighing 4.698kg/m.(Eathing layout & design shall be finalised before making DPR. Quantity shall depends on area of substation, resistivity of soil,size of flat. Earth mat design for safe values of touch and mess potential and earth resistance shall be less than 1 ohm. ) |
| 42 | M.S. Electrode 20 mm round , 3 meter long (main grid) with weight 2.4Kg/meter. i.e. 75 Electrode. (Quantity shall depends on area of substation, resistivity of soil,size of flat. Earth mat design for safe values of touch and mess potential and earth resistance shall be less than 1 ohm. Also electrode shall be burried symmetrically along the periphery od substation using unequal spacing. ) |
| 43 | Schedule for earthing with earthing electrode as per REC Std J-2 |
| 44 | Nuts and bolts galvanised |
| 45 | chequred plate covers 500X500X6 |
| 46 | GI wire 6swg for screening |
| 47 | Eye block for screening |
| 48 | Turn Buckle for screening. |
| 49 | Cable Trays |
| 50 | Hot dipped Galvanised perforated cable tray(300X50X1.6mm) for control cables |
| 51 | Hot dipped Galvanised perforated cable tray connectors (300X50X1.6mm) for control cables |
| 52 | Hot dipped Galvanised perforated cable tray bends(300X50X1.6mm) for control cables |
| 53 | Hot dipped Galvanised perforated cable tray tees(300X50X1.6mm) for control cables |
| 54 | Hot dipped Galvanised perforated cable tray cross members (300X50X1.6mm) for control cables |
| 55 | Hot dipped Galvanised perforated cable tray(300X50X1.6mm) for power cables |
| 56 | Hot dipped Galvanised perforated cable tray connectors (300X50X1.6mm) for power cables |
| 57 | Hot dipped Galvanised perforated cable tray bends (300X50X1.6mm) for power cables |
| 58 | Hot dipped Galvanised perforated cable tray tees (300X50X1.6mm) for power cables |
| 59 | Hot dipped Galvanised perforated cable tray cross members (300X50X1.6mm) for power cables |
| 60 | Yard Lighting `refer the annexure of Yard Lighting |
| 61 | Lighting Emergency (3 No LED Bulbs with holders / wire) |
| 62 | CCTV camera and LED system abstract of cost (complete in all respect) |
| 63 | 33kV Super structures. |
| 64 | RS Joist 12800X250X125 mm |
| 65 | RS Joist 4200X250X125 mm |
| 66 | Cross Arms MS Channel Iron 125X65X5.3mm,5.8 mtr long (8Nos) |
| 67 | Cross Arms MS Channel Iron 65X65X6mm for station transformer |
| 68 | Nuts and bolts with washers |
| 69 | MS Angle Iron for isolators ES/MOM Boxes(75X40X4.8mm) |
| 70 | 3 Disc Inslulator tension string set |
| 71 | 33kV Pin Insulators |
| 72 | Jumpers |
| 73 | T-Clamp |
| 74 | PG-Clamp |
| 75 | Red oxide |
| 76 | Aluminium Paint |
| 77 | Motorised cum manual oil testing set |
| 78 | Sf6 Gas leakage detector |
| 79 | Capacitor Bank with APFC Panels |
| 80 | capacitor bank (3 Phase, 50Hz,1200KVAr) along with series reactor,11kV Dry Type RVT, HRC Fuse,Vacuum Contractor, O/D Type inmetallic enclosure with Automatic Capacitor switch, APFC Panel , control cable and lugs Al Bus Bars, Epoxy Insulators etc. Allied accessories for capacitor bank eg. 3 LA(9KV) with structure and foundation Bolt 1 set of 11kV, 1250A Isolator with earth switch and support structure ,bolts,lugs,jumpers with earthing material |
| 81 | 33 kV terminal feeder |
| 82 | 33 kV Outdoor VCB Kiosk (36 kV, 1250 A, 26.2 kA Autorecloser switchgear with CT Ratio 400-200/1-1-1-1 a, PT Ratio: 33 kV/110√ 3-110√ 3 V, TVM) |
| 83 | 33 kV Isolators, (Altitude upto 1000 meter), 1250A isolator with earth switch,Motorised, triple pole,gang operated |
| 84 | 33 kV Isolators, (Altitude upto 1000 meter), 1250A isolator without earth switch ,Motorised, triple pole,gang operated |
| 85 | 33 kV LA /Surge Arrester (30 kV, 10KA, Station class,ZnO, Polymeric) |
| 86 | SUPER STRUCTURE |
| 87 | Super Structure for 33 kV bay for 1 no. Out going feeder |
| 88 | Shingles for S/Stn Yard |
| 89 | 1.1kV, Cu, Armoured, 4 X 10 mm², LT power cables, PVC |
| 90 | Extension Earthing of Equipments for 33 kV Out-going Feeder |
| 91 | GI wire no. 6 SWG for screening etc. |
| 92 | Eye block for screening |
| 93 | Turnbuckle for Screening |
| 94 | AAAC Dog Conductor (100mm², 7/4.26 mm) |
| 95 | 33 KV line |
| 96 | ACSR 6/4.72 mm + 7/1.57mm (100 mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage)} |
| 97 | Steel Tubular Poles (11 m, Working Load > 227 kg) (with Ruling Span 90 m, 10 No. Run thro' and 3 No. Dead End Structures) |
| 98 | Muffs (2000mm) with concerete filling |
| 99 | Run Thro' Structures: (Horizontal Formation) on DoublePole Structures (Adopt Ten (10) No. Run-through Structures per Km) - |
| 100 | X-Arms: [MS Channel Iron C type (100x50x5 mm, Length: 3250 mm i/c tolerance 100 mm on either side] x 10 No.Structures |
| 101 | Disc insulator String (Suspension) sets: 3 No. Discs in each string: ^^(polymer, CT, 12 kV, 90 kN) including dead end clamps etc)x (Single circuit : 3No conductors) x 1 No sides)/Run Throu' structures. |
| 102 | Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No. |
| 103 | X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.] |
| 104 | Dead End Structures (Adopt three (3) No. per Km) onDouble Pole (Prefer along road side) |
| 105 | Belt Set - MS Angle Iron: 65x65x6, Length:(1800 mm) x 2 No. |
| 106 | X-Bracing Set - MS Angle Iron: 50X50x6, Length [2700 mm) x 2 No.] |
| 107 | X-Arm (Horizontal) - MS Channel Iron C type: (100x50x5 mm), Length: 3250 mm i/c tolerance 100 mm on either side x 2 No.] |
| 108 | Discs insulator String sets on Dead End structures (comprising 3 No. Discs in each string: ^^(polymer, BS, 12 kV, 90 kN) including Dead End Clamps, Bend Stapples & straight Stapples etc.) x (3 No. conductors) x (2 No. sides) |
| 109 | 33 kV Pin Insulators (Polymer, 36 kV, 10 kN): 3 No per double pole structure |
| 110 | Stay / Guy Arrangement |
| 111 | Stay set complete in all respect( i/c stay clamp) (2 No./Run Thro & 4 No. / Dead End) |
| 112 | Stay Wire (7/4.00 mm) (10 kg Per Stay Set) |
| 113 | Earthing |
| 114 | HT Earthing set complete |
| 115 | Earth wire (GI, 6 SWG) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and Additional 3%(Sag ,wastage and for connecting with earth coil)}@ 150 kg/km)}@ 150 kg/km |
| 116 | Eye Hook for earth wire |
| 117 | Earth Reel |
| 118 | MS Channel Iron: 75x40x4.8, Length :3300 mm |
| 119 | Half clamps: [On Double Pole Dead End structure: 6 No, Double Pole Run Thro' structure: 8 No] |
| 120 | Full clamps: [On Double Pole Dead End structure: 4 No, Double Pole Run Thro' structure: 4 No] |
| 121 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 20 mm Φ or more (with flat and spring washers)] |
| 122 | Barbed wire |
| 123 | Danger Plate (203X200X1.6mm) |
| 124 | Red Oxide |
| 125 | Aluminium Paint |
| 126 | Additional Components |
| 127 | 33 kV RMU 3 Way with FRTU Complete in all respect for 33 kv s/stn dehrian |
| 128 | 33 kV RMU 2 Way with FRTU Complete in all respect for tapping point at dehra darkata line |
| 129 | 33 kV Isolator Moterised (1600 A, 25kA, with Earth Switch) with structure |
| 130 | Adda:CI:100x50x6mm,Length:460mmX1No per Isolator |
| 131 | Knee Bracing Set to support Isolators Adda with Poles AI:50x50x6mm,Length:750mmx2Nos per Isolator |
| 132 | 11 KV Feeder |
| 133 | 11 KV HT Line ALL Feeders |
| 134 | ACSR 6/4.72 mm + 7/1.57mm (100 mm²) {Includes 3 conductor lengths for 3Φ and Additional 1% (Sag, Jumpering and wastage)} |
| 135 | Run Thro' Structures (∆ Formation): Steel Tubular Poles (11 m, Working Load > 227 kgf/m²) (with Ruling Span 90 m, 8 No. Run thro' and 3 No. Double Pole Dead End Structures) |
| 136 | Muffs with concerete filling |
| 137 | RunThro Structure Adopt 8 Pole |
| 138 | Cross Arm: [Channel Iron (100x50x6 mm), Length (1270) mm x 8 structure |
| 139 | Angle Iron (50x50x6 mm), Length (2x750) mm x 8 structures |
| 140 | Pole Top Bracket (100*50*6 mm-100mm) |
| 141 | 11 kV Pin Insulators (Polymer, 12 kV, 10 KN): 3 No per pole structure |
| 142 | Dead End Structures: (Adopt three (3) No. per Km) on Double Pole (Prefer along road side) |
| 143 | Belt Set - MS Angle Iron: 50x50x6, Length [1800 mm x 2 No.] |
| 144 | X-Bracing Set - MS Angle Iron: 50x50x6, Length [2125 mm x 2 No.] |
| 145 | X-Arm (Horizontal) - MS Channel Iron: 100X50x5, Length [(2340x2)mm x 2 No.] |
| 146 | Discs insulator sets on Dead End structures (comprising 1 No. Disc: ^^(polymer, BS, 12 kV, 90 kN) including Dead End Clamps etc.) x (3 No. conductors) x (2 No. sides) |
| 147 | 11 kV Pin Insulators (Polymer, 12 kV, 10 kN): 3 No per double pole structure |
| 148 | HT Stay / Guy Arrangement |
| 149 | Stay set complete in all respect (1No. / Single Pole , 4 No. / Double Pole Structures) |
| 150 | Stay Wire (7/3.15 mm) (10.0 kg Per Stay Set) |
| 151 | Earthing |
| 152 | HT Earthing set complete |
| 153 | Single Continous Earth wire (GI, 8 SWG) {alongwith 2 wire lengths for avg. one road crossing @ 20 m and Additional 3% (Sag and wastage)} @ 0.102 kg/m |
| 154 | Eye Hook for earth wire |
| 155 | Earth reel |
| 156 | MS Angle Iron: 50x50x6, Length : 2800 mm for Road crossing |
| 157 | Half Clamp (On Double Pole End Structure : 04 No. On Run Thro Structure : 02 No) |
| 158 | Full Clamp (On Double Pole End Structure : 04 No. Single Pole on Run Thro Structure : 02 No) |
| 159 | Danger Plate (250X200X1.6 mm) |
| 160 | Nuts and Bolts of Various Sizes (Galvanised / Coated) [Preferably 16 mm Φ or more (with flat and spring washers)] |
| 161 | Barbed Wire |
| 162 | Red Oxide |
| 163 | Aluminium Paint |
| 164 | Fire Fighting System Abstract of Cost |
| 165 | FIRE EXTINGUISHER DCP 10.0/9.0 KG CAP. |
| 166 | FIRE EXTINGUISHER DCP 25KG CAP. |
| 167 | FIRE EXTINGUISHER MECH FOAM 50 LTR |
| 168 | Fire Buckets with Stand (4 No.) |
| 169 | CIVIL WORKS |
| 170 | RS Joist Foundation including erection |
| 171 | Foundation for 33 kV Outdoor VCB Kiosk at jawalamukhi s/stn |
| 172 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 173 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 174 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 175 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 176 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 177 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 178 | Site development |
| 179 | Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock |
| 180 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) |
| 181 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) |
| 182 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, ootings, bases for columns |
| 183 | Columns, piers, abutments, pillars, posts and struts |
| 184 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 185 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mmnominal size) |
| 186 | Randoom rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1;6 (1 cement :6 coarse sand) |
| 187 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 188 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade Fe-500D or more |
| 189 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : cement mortar 1;4 (1 cement: 4 coarse sand) |
| 190 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 191 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 192 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 193 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. made of G.I wire of dia 4mm |
| 194 | Retaining Wall for various double pole structure |
| 195 | CONTROL ROOM BUILDING |
| 196 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 197 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 198 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 199 | Foundations, footings, bases of columns, etc. for mass concrete |
| 200 | Suspended floors, roofs, landings, balconies and access platform |
| 201 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 202 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 203 | Stairs, (excluding landings) except spiralstaircases |
| 204 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 205 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 206 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 207 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size). |
| 208 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 209 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 210 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) |
| 211 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 212 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 213 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) |
| 214 | 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 IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, 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 / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 215 | For shutters of doors, windows & 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 (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 216 | 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 . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) |
| 217 | Providing and fixing aluminium work for doors, windows, board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer- in-charge. Pre-laminated particle board with decorative lamination on both sides |
| 218 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading |
| 219 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineerin- charge. (Only weight of grill to be measured for payment). |
| 220 | 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 upto 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. With stainless steel cover plate minimum 1.25 mm thickness |
| 221 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm |
| 222 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 223 | 200x10 mm |
| 224 | 100x10 mm |
| 225 | Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 226 | 125 mm |
| 227 | 100 mm |
| 228 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper |
| 229 | Providing and fixing bright finished brass hard drawn hooks and eyes : 150 mm |
| 230 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. |
| 231 | Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets : 25 mm dia (heavy type) |
| 232 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 233 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 234 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm 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. |
| 235 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 236 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube |
| 237 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 238 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 239 | Providing and fixing ball bearing for rolling shutters. |
| 240 | Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 241 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 242 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) |
| 243 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 244 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer. |
| 245 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. |
| 246 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 247 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 248 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors herever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 249 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 250 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 251 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. |
| 252 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 253 | Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms |
| 254 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia |
| 255 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore |
| 256 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357 mm |
| 257 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. |
| 258 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 259 | Providing and fixing toilet paper holder : C.P. brass |
| 260 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 261 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 262 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 263 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete |
| 264 | (a) 15 mm nominal bore |
| 265 | (b) 25 mm nominal bore |
| 266 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729 |
| 267 | Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia |
| 268 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on wall |
| 269 | (i) 15 mm nominal bore |
| 270 | (ii) 25 mm nominal bore |
| 271 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. |
| 272 | 110 mm diameter |
| 273 | 75 mm diameter |
| 274 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend |
| 275 | 110 mm diameter |
| 276 | 75 mm diameter |
| 277 | Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore |
| 278 | Supplying and fixing C.I. cover without frame for manholes : 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 279 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 280 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 15 mm nominal bore |
| 281 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 282 | 1000 liters net capacity tank |
| 283 | C/o Foundation and Plinth for transformer |
| 284 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 285 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 286 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 287 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 288 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 289 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 290 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 291 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 292 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 293 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm. |
| 294 | Supplying, filling, spreading & leveling gravels of approved size in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. |
| 295 | Fire protection wall |
| 296 | Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock |
| 297 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) |
| 298 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 299 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 300 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 301 | Oil sump |
| 302 | Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock |
| 303 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) |
| 304 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 305 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 306 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 307 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75mm |
| 308 | DRAIN |
| 309 | Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock |
| 310 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size |
| 311 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand |
| 312 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) |
| 313 | 20 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 314 | PANAL FENCING |
| 315 | Providing and Fixing panel of 40mm dia of size 1.70x1.30m Total length= 164.00mtrs 164/(1.70x1.30) = 74 Nos. Panel |
| 316 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand |
| 317 | Eathwork in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.Ordinary rock |
| 318 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level ;1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) |
| 319 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level ;1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) |
| 320 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):Flush / Ruled/ Struck or weathered pointing |
| 321 | Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 322 | Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 323 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 324 | Steel work welded in built up sections In single Stanchions composed of rolled steel joists or channels with caps,bases splices,angles brackets etc. |
| 325 | C/o Station Transformer Foundation complete in all respect |
| 326 | PCC 1:3:6 [L-1.65×B-1.65×H-0.075=0.20m3 |
| 327 | RCC 1:1.5:3 [Raft: L-1.5×B-1.5×H-0.25= 0.56m3, Coloumns: L-1×B-1×H-2.25=2.25m3 |
| 328 | TOR Steel/ Mild Steel |
| 329 | Structural Steel |
| 330 | C/o Circuit Breaker Foundation complete in all respect |
| 331 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 332 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 333 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 334 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 335 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 336 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 337 | Main gate |
| 338 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 339 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 340 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 341 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 342 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 343 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 344 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 345 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 346 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 347 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand). |
| 348 | Finishing walls with water proofing cement paint of required shade. New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 349 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work. |
| 350 | C/o Outdoor Trenches complete in all respect |
| 351 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 352 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 353 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 354 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 355 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 356 | 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) |
| 357 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 358 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand): 3 graded stone aggregate 20 mm nominal size) |
| 359 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 360 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 361 | 15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) |
| 362 | C/o Indoor Trenches complete in all respect |
| 363 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 364 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) |
| 365 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level |
| 366 | 1:2:4 (1 Cement : 2 coarse sand) : 4 graded stone aggregate 40 mm nominal size) |
| 367 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 368 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 369 | 15mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand). |
| 370 | Prov. Electrical Installation complete in all respect |
| 371 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel l conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required. |
| 372 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 373 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 374 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 375 | Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required. 25 mm |
| 376 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 377 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 378 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire |
| 379 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 380 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire |
| 381 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. |
| 382 | 1 or 2 Module (75mmX75mm) |
| 383 | 4 Module (125mmX75mm) |
| 384 | 6 Module (200mmX75mm) |
| 385 | 8 Module (125mmX125mm) |
| 386 | 12 Module (200mmX150mm) |
| 387 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 388 | 5/6 amps switch |
| 389 | Bell push |
| 390 | 15/16 amp switch |
| 391 | 6 pin,15/16 Amp socket outlet. |
| 392 | 3 pin, 5/ 6 Amps socket outlet. |
| 393 | Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/wooden block including connection etc as required |
| 394 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts, complete as required |
| 395 | Supplying and fixing PVC batten/ angle holder including connection etc. as required |
| 396 | Providing and fixing following surface mounting T5 luminaries with powder coated CRCA sheet steel housing, mirror optics reflector, electronic ballast, decorative end caps, suitable for 28 watt FTL (T5), complete with all accessories (excluding the T-5 Tube), connections, testing and commissioning etc. as required. 2 x28 watt-FTL(T5) (Category-A) |
| 397 | Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required:- Ceiling Fan 1400 mm sweep, Category-A |
| 398 | Providing and installation of exhaust fan of following sizes in the existing opening, including making the hole to suit the size of the above fan, making good the damages, connections, testing and commissioning etc. as required:- Exhaust Fan, Heavy duty, 300 mm sweep |
| 399 | Supplying and fixing of bulk head fitting of all sizes and shapes, containing one No. thread type CFL lamp holder (s), complete with all accessories but excluding CFL lamp including making connections, testing etc. as required. Bulk head fitting, CFL type (Category-A) |
| 400 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator). 12 way, Double door |
| 401 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral |
| 402 | Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A |
| 403 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A |
| 404 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 405 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. |
| 406 | C/o Septic Tank complete in all respect |
| 407 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge |
| 408 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) |
| 409 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 410 | Brick work with common burnt clay F.P.S. (modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand |
| 411 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in |
| 412 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) |
| 413 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform |
| 414 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) |
| 415 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level nThermo-Mechanically Treated bars of grade Fe-500D or more |
| 416 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 417 | C/O Cement concrete road |
| 418 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil. |
| 419 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 420 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) |
| 421 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 422 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 423 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 424 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 425 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work. |
| 426 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 427 | furniture for sub station |
| 428 | Providing Table (4.5 x2.5) ft having All legs , Stretcher , drawers of steel made and top of plywood made with mica finish i/c 3 drawer on left side and single large drawer towards feft side. |
| 429 | Providing Table (3x2) ft having All legs , Stretcher , drawers of steel made and top of plywood made with mica finish i/c 2 drawer on left side and single large drawe towards feft side. |
| 430 | Providing upholstered office Executive Chair with leather rests on movable wheels. |
| 431 | Providing Normal Sitting Chairs having all parts i.e. top rail, strecher , post,legs of steel made And having cushion body at both Arms , Seat, and spindle |
| 432 | Providing Table double door Godrej made 6.5 x3.5 x2 in size. |
| 433 | Providing Notice board (3x2) ft |
| 434 | Gravel filling in yard |
| 435 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil. |
| 436 | Spraying of anti-weed medicine of approved manufacturer on dressed ground as per direction of Engineer-In-Charge. |
| 437 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 438 | Supplying, filling, spreading & leveling gravels of size range 20 mm to 40 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge |
| 439 | Erection Part |
| 440 | 33/11 KV S/stn including SCADA installation |
| 441 | 33 KV HT Line erection part |
| 442 | 11 KV HT Line erection part |
| 443 | Erection Charges for Terminal Equipment & Allied Material for each of 33 kV out going Feeder |
| 444 | Earthing |
| 445 | Laying of trenches O.B. type |
| 446 | Laying of control cables (set of 50 M) |
| 447 | Erection of cross arms |
| 448 | Erection of Jumper sets and T Connector |
| 449 | Erection of one set of bus bar |
| 450 | Installation of Isolators |
| 451 | Installation of Lightening Arresters |
| 452 | Installation of 33 kV Outdoor VCB Kiosk |
| 453 | TRANSPORTATION CHARGES |
| 454 | 33/11 KV S/stn |
| 455 | Transportation Charges for Material for 33 kV Terminal Equipment including Unloading & Stacking of material |
| 456 | 33 KV HT Line Transpotation |
| 457 | Store to roadside |
| 458 | Roadside to site of work (Mannual) |
| 459 | 11 KV HT Line Transpotation |
| 460 | Store to roadside |
| 461 | Roadside to site of work (Mannual) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 10 daysJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysTender Documents
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