|
| 1 | Supply of Material DATA I |
| 2 | LT DISRIBUTION SYSTEM |
| 3 | 1.1 KV, LT, XLPE cables |
| 4 | Supply of 1.1KV, 3½ core, 300 sq.mm, stranded Aluminium conductor XLPE insulated, armoured, power cable and carrying ISI MARK (from the LV switchboard to Feeder Pillar) |
| 5 | Supply of 1.1KV, 3½ core, 120sq.mm, stranded Aluminium conductor, XLPE insulated, armoured power Cable and carrying ISI MARK (from the Feeder Pillar to Service Pillar) |
| 6 | Supply of 6 Way Feeder Pillar (Double Front SS)Design Manufacture and Supply of 6 Way Feeder Pillar (Outdoor MCCB Type), Pillar will have 2nos of 400A, 3P MCCB as Incomer and 6 Nos of 200A, 3P MCCB as Outgoing, Pillar shall be Fabricated in SS 316 GRADE CRCA Sheet. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, 50 Hertz System. |
| 7 | Supply of Supply and erection of mini fuse type pillar with 400 Amps fuse base with HRC fuse link of 250 Amps for incoming- 2 Nos and 125 Amps fuse base with HRC fuse link of 80 Amps for outgoing- 6 Nos. |
| 8 | Supply of 48 Way Service Pillar (Single Front MS)Design Manufacture and Supply of 48 Way Service Pillar (Outdoor MCCB Type), Pillar will have 2nos of 200A, 3P MCCB as Incomer and 12 Nos of 16A, IP MCB C curve, 24 Nos of 32A, 1P MCB C curve and 12 Nos of 63A, IP MCB C curve as Outgoing, Pillar shall be Fabricated in MS CRCA Sheet, treated with seven or Nine tank Process and Powder Coated with Pure Polyester Powder. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, SOHertz SystemDesign Manufacture and Supply of 48 Way Service Pillar (Outdoor MCCB Type), Pillar will have 2nos of 200A, 3P MCCB as Incomer and 12 Nos of 16A, IP MCB C curve, 24 Nos of 32A, 1P MCB C curve and 12 Nos of 63A, IP MCB C curve as Outgoing, Pillar shall be Fabricated in MS CRCA Sheet, treated with seven or Nine tank Process and Powder Coated with Pure Polyester Powder. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, 50 Hertz System |
| 9 | Supply of 4 core, 16sq.mm, multistand Aluminium conductor, PVC insulated 1.1KV grade' Unarmoured power cable and carrying ISI MARK |
| 10 | Supply of 4 core, 25sq.mm, stranded Aluminium conductor, PVC insulated, 1.1KV grade armoured power cable and carrying ISI MARK |
| 11 | Supply of 3½ core, 35sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 12 | Supply of 3½ core, 50sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 13 | Supply of 3½ core, 70sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 14 | Supply of Supply and Installation of RCC cable route markers (for entire route length) as per NIT drawing |
| 15 | Supply of Compression type Aluminium tubular terminal Ends 300 sq. mm |
| 16 | Supply of Compression type Aluminium tubular terminal Ends 120 sq. mm |
| 17 | Supply of Compression type Aluminium tubular terminal Ends 35 sq. mm |
| 18 | Supply of Compression type Aluminium tubular terminal Ends 25 sq. mm |
| 19 | Supply of Compression type Aluminium tubular terminal Ends 50 sq. mm |
| 20 | Supply of Compression type Aluminium tubular terminal Ends 70 sq. mm |
| 21 | Suply of HDPE pipe 160 mm, PN6, PE80, wall thiskness 9.5 mm (minimum) as per IS 4984:1995 amendment 2016 |
| 22 | Supply of Street Light Service Pillar made out of CRCA sheet with PU painted complete with TPN MCCB,TPN MCBs, TP contactors, Electronic/ Digital/ Mechanical Timer, Connectors etc complete. |
| 23 | Erection, Testing & Commissioning DATA I |
| 24 | Erection, Testing & Commissioning of 1.1KV, 3½ core, 300 sq.mm, stranded Aluminium conductor XLPE insulated, armoured, power cable and carrying ISI MARK (from the LV switchboard to Feeder Pillar) |
| 25 | Erection, Testing & Commissioning of 1.1KV, 3½ core, 120sq.mm, stranded Aluminium conductor, XLPE insulated, armoured power Cable and carrying ISI MARK (from the Feeder Pillar to Service Pillar) |
| 26 | Erection, Testing & Commissioning of 6 Way Feeder Pillar (Double Front SS)Design Manufacture and Supply of 6 Way Feeder Pillar (Outdoor MCCB Type), Pillar will have 2nos of 400A, 3P MCCB as Incomer and 6 Nos of 200A, 3P MCCB as Outgoing, Pillar shall be Fabricated in SS 316 GRADE CRCA Sheet. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, 50 Hertz System. |
| 27 | Erection, Testing & Commissioning of Supply and erection of mini fuse type pillar with 400 Amps fuse base with HRC fuse link of 250 Amps for incoming- 2 Nos and 125 Amps fuse base with HRC fuse link of 80 Amps for outgoing- 6 Nos. |
| 28 | Erection, Testing & Commissioning of 48 Way Service Pillar (Single Front MS)Design Manufacture and Supply of 48 Way Service Pillar (Outdoor MCCB Type), Pillar will have 2nos of 200A, 3P MCCB as Incomer and 12 Nos of 16A, IP MCB C curve, 24 Nos of 32A, 1P MCB C curve and 12 Nos of 63A, IP MCB C curve as Outgoing, Pillar shall be Fabricated in MS CRCA Sheet, treated with seven or Nine tank Process and Powder Coated with Pure Polyester Powder. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, SOHertz SystemDesign Manufacture and Supply of 48 Way Service Pillar (Outdoor MCCB Type), Pillar will have 2nos of 200A, 3P MCCB as Incomer and 12 Nos of 16A, IP MCB C curve, 24 Nos of 32A, 1P MCB C curve and 12 Nos of 63A, IP MCB C curve as Outgoing, Pillar shall be Fabricated in MS CRCA Sheet, treated with seven or Nine tank Process and Powder Coated with Pure Polyester Powder. Feeder Pillar should be Suitable for Outdoor Installation of 415v,3PH, 4Wire, 50 Hertz System |
| 29 | Erection, Testing & Commissioning of 4 core, 16sq.mm, multistand Aluminium conductor, PVC insulated 1.1KV grade' Unarmoured power cable and carrying ISI MARK |
| 30 | Erection, Testing & Commissioning of 4 core, 25sq.mm, stranded Aluminium conductor, PVC insulated, 1.1KV grade armoured power cable and carrying ISI MARK |
| 31 | Erection, Testing & Commissioningof 3½ core, 35sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 32 | Erection, Testing & Commissioning of 3½ core, 50sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 33 | Erection, Testing & Commissioning of 3½ core, 70sq.mm, multistand Aluminium conductor, PVC insulated, 1.1KV grade, Unarmoured power cable and carrying ISI MARK |
| 34 | Erection, Testing & Commissioning of Supply and Installation of RCC cable route markers (for entire route length) as per NIT drawing |
| 35 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 300 sq. mm |
| 36 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 120 sq. mm |
| 37 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 35 sq. mm |
| 38 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 25 sq. mm |
| 39 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 50 sq. mm |
| 40 | Erection, Testing & Commissioning of Compression type Aluminium tubular terminal Ends 70 sq. mm |
| 41 | Laying of HDPE pipe 160 mm, PN6, PE80, wall thiskness 9.5 mm (minimum) as per IS 4984:1995 amendment 2016 |
| 42 | Erection, Testing & Commissioning of Street Light Service Pillar made out of CRCA sheet with PU painted complete with TPN MCCB,TPN MCBs, TP contactors, Electronic/ Digital/ Mechanical Timer, Connectors etc complete. |
| 43 | Work of Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain( not exceeding 1.5 mt in width or 10 sq.m on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposl of surplus excavated soil as directed within a lead of 50 m(a) for laying of HT/ LT cables of various sizes including excavation for equipment foundation i.e for 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7) STREET LIGHT POLES ETC. (2600*0.6*0.9) |
| 44 | Work of Refilling the foundations, trenches, plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth, cosolidating each layer by ramming and watering lead upto. 50 M and all lifts and disposal of surplus earth in cable trenches and foundations of poles and equipments.(2700*0.6*0.7) |
| 45 | Work of Disposal of surplus excavated soil / material by mechanical transportation including loading and unloading, stacking/levelling as directed within a distance of 2500mts (2700*0.2*0.6) |
| 46 | Supply of fine river sand of approved quality (except in sandy soil) for cushioning of HT/LT underground cables laid by conventional Open Trenching Method. (2700*0.2*0.6) |
| 47 | Providing of cement concrete 1:3:6( 1 cement; 3 coarse sand; 6 graded granitic or basaltic stone aggregate.) for foundations of 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7)STREET LIGHT POLES ETC. |
| 48 | Supply of Underground cable protective cover as per specs. The concrete slab shall be machine made using semi dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic \\"Vibro-press\\" machine with a high vibration frequency and hydraulic presuure of 40 MT, the size of the slab shall be 480mm*250mm*50mm and the concrete grade shall be M30 Adhring to IS 456l:2000 and shall have a minimum crushing strength of 30 N/mm2 (28 days strength) when tested. |
| 49 | Providing of Centering & shuttering including struttings, propping etc and removal of formwork for a) Foundations, footings, bases of columns and mass concrete for 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7)STREET LIGHT POLES |
| 50 | Providing of Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete .(0.6*2600*0.2) |
| 51 | Providing in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 52 | Providing in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 53 | Supply of Earthing complete with 40 mm GI pipe, 2.5mts long mts long alongwith 20 kgs each salt, charcoal complete |
| 54 | Supply of of laying of GI Flat 25X5mm |
| 55 | Erection, Testing & Commissioning DATA II |
| 56 | Work of Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain( not exceeding 1.5 mt in width or 10 sq.m on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposl of surplus excavated soil as directed within a lead of 50 m(a) for laying of HT/ LT cables of various sizes including excavation for equipment foundation i.e for 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7) STREET LIGHT POLES ETC. (2600*0.6*0.9) |
| 57 | Work of Refilling the foundations, trenches, plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth, cosolidating each layer by ramming and watering lead upto. 50 M and all lifts and disposal of surplus earth in cable trenches and foundations of poles and equipments.(2700*0.6*0.7) |
| 58 | Work of Disposal of surplus excavated soil / material by mechanical transportation including loading and unloading, stacking/levelling as directed within a distance of 2500mts (2700*0.2*0.6) |
| 59 | Laying of fine river sand of approved quality (except in sandy soil) for cushioning of HT/LT underground cables laid by conventional Open Trenching Method. (2700*0.2*0.6) |
| 60 | Laying of cement concrete 1:3:6( 1 cement; 3 coarse sand; 6 graded granitic or basaltic stone aggregate.) for foundations of 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7)STREET LIGHT POLES ETC. |
| 61 | Laying of Underground cable protective cover as per specs. The concrete slab shall be machine made using semi dry concrete that is batched in a fully automatic PLC controlled concrete batching plant and cast in a fully automatic \\"Vibro-press\\" machine with a high vibration frequency and hydraulic presuure of 40 MT, the size of the slab shall be 480mm*250mm*50mm and the concrete grade shall be M30 Adhring to IS 456l:2000 and shall have a minimum crushing strength of 30 N/mm2 (28 days strength) when tested. |
| 62 | erection of Centering & shuttering including struttings, propping etc and removal of formwork for a) Foundations, footings, bases of columns and mass concrete for 1) RMU 2) TRANSFORMERS 3)LV SWITCHBOARD 4) DISTRIBUTION FEEDER PILLAR 5) SERVICE PILLAR 6) STREETLIGHT PILLAR 7)STREET LIGHT POLES |
| 63 | Laying of Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete .(0.6*2600*0.2) |
| 64 | Laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 65 | Laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) a) All works upto plinth level |
| 66 | Erection, Testing & Commissioning of Providing Earthing complete with 40 mm GI pipe, 2.5mts long mts long alongwith 20 kgs each salt, charcoal complete |
| 67 | Erection of laying of GI Flat 25X5mm |
| 68 | Supply of Material DATA III Street Light |
| 69 | Supply of HDGI 8 mtr long octagonal tapered pole mad eout of 4 mm thisi plate - Hot rolled stud plate confirmimg to grade S355JO Base palet steel of size 225 x 225 mm thick 16 mm confirming to IS226/IS2062, 1.5 mtr long single arm brackets HDGI, 3.25 mm thick for mounting the fixture of outer dianmeter 40 mm . 50 mm dia HDPE pipe Door openiing of approx length 500 mm at a elevation of 500 mm from base plate. |
| 70 | Supply of Providing of Set of 4 nos. J type M20 (UNF Thread — 100mm) foundation bolts of grade EN 8 & IS 1367 of suitable length for 8 mtr’s pole |
| 71 | Erection, Testing & Commissioning DATA II |
| 72 | Errection of HDGI 8 mtr long octagonal tapered pole mad eout of 4 mm thisi plate - Hot rolled stud plate confirmimg to grade S355JO Base palet steel of size 225 x 225 mm thick 16 mm confirming to IS226/IS2062, 1.5 mtr long single arm brackets HDGI, 3.25 mm thick for mounting the fixture of outer dianmeter 40 mm . 50 mm dia HDPE pipe Door openiing of approx length 500 mm at a elevation of 500 mm from base plate. |
| 73 | Errection of Set of 4 nos. J type M20 (UNF Thread — 100mm) foundation bolts of grade EN 8 & IS 1367 of suitable length for 8 mtr’s pole Please Enable Macros to View BoQ information |
