Tender For Supply Of Material For Supply Of Material For New 33/11 Kv Sub-Stations, Augmentation/Addition Capacity Including Associated Line & Other Works In Phalodi Circle Under Rdss In Jdvvnl, Rajasthan
Tender Value
97.21 Crore
Estimated cost
Bid Submission
17 Sep 2026
26 days left
EMD
1.94 Crore
Bank guarantee accepted
Document Fee
29500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jodhpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supply Of Material For Supply Of Material For New 33/11 Kv Sub-Stations, Augmentation/Addition Capacity Including Associated Line & Other Works In Phalodi Circle Under Rdss In Jdvvnl, Rajasthan
BOQ
| Sl. No. | Item Description |
| 1 | Important Note: Please see the sheet 4 of this XLS file for break up of quantity of items mentioned in column No. 5. |
| 2 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 3 | PCC Pole 9 Mtr. Long, Working Load 400 Kg. |
| 4 | 42 Feet long. Lattice Structure for double circuit line With 03 Nos. of 33 KV Channel Cross Arm(100x50 mm) with 48 Nos. of Nut & Bolts(M 16x45). Weight(580.827 kg) Approx.(All galvanized as per relevant IS) |
| 5 | 36 Feet long. Lattice Structure for single circuit line With 01 Nos. of 33 KV Channel Cross Arm (100x50 mm) and 1 Nos. of Top hamper(Flat 50x10 mm) with 48 Nos. of Nut & Bolts.(M 16x45) Weight(449.85 kg) Approx.(All galvanized as per relevant IS) |
| 6 | 33 KV Cross Arm made of MS Angle 75x75x6mm(Wt. 18.197 Kg) and clamp 50X10 mm(Wt. 1.827 Kg) and 33 KV Top Hamper made of MS Angle 65x65x6 mm and MS Channel(100x50 mm)(wt.= 2.825 Kgs.)approx(All galvanized as per relevant IS) |
| 7 | 33 KV double pole line structure set on 9mtrs PCC poles for cut point complete on existing poles in all respect as required made from M.S. channel 100x50 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 75x75x6, M.S. Angle 50x50x6 mm and M.S. flat 50x10 mm & 50x6 mm weight(142.314 kgs.) Approx(All galvanized as per relevant IS) |
| 8 | 33 KV Porcelain Pin Insulator |
| 9 | 33 KV G.I. Pin |
| 10 | 11 KV Composite Polymer Pin Insulator |
| 11 | Composite Polymer Disc insulators for 33 KV 45 KN “B&S” type |
| 12 | Hardware Set For B&S type Disc |
| 13 | GI stay sets, 20 mm dia ,2.4 mtrs long stay rod, 380 x380x4 mm anchor plate |
| 14 | G.I. Stay Wire (7/8 SWG, 7/4.00 mm), 7.5 Kg per stay |
| 15 | 33 KV Guy/Stay Insulator(140x85x25 mm) |
| 16 | Stay Clamp, 1 set, 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.) suitable for 9 Mtr. PCC pole, WL-400 Kg(All galvanized as per relevant IS) |
| 17 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 18 | PG clamps for Dog conductor |
| 19 | G.I. Earth Wire 6 SWG |
| 20 | 33 KV GO double break without EB Isolator (with 18 x 24 KV Post Insulator ) 800 Amp. |
| 21 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 22 | 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 23 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 24 | 1.8 Meter Channel Bracket made of MS Channel 100x50x6 mm(Wt. 17.21 Kg with Clamp made of flat 50x10 mm(Wt. 1.83 kg) (Galvanized as per relevant IS) |
| 25 | MS Channel 100x50x5 mm for Misc. work(Galvanized as per relevant IS) |
| 26 | MS Angel 75x75x6 mm for Misc. work(Galvanized as per relevant IS) |
| 27 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 28 | MS Angel 65x65x6 mm for Misc. work (All galvanized as per relevant IS) |
| 29 | MS Flat 50x6 mm for Misc. work (All galvanized as per relevant IS) |
| 30 | 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 31 | 33 KV, 3Cx300 Sqmm Aluminium conductor Screened Cross linked Polyethylene (XLPE) Insulated Armoured Shielded PVC Sheathed cable of rated voltage 33KV (earthed system) conforming to IS:7098 (Part-II/1985) with latest amendment |
| 32 | Heat Shrinkable Type Outdoor termination Kit for 33 KV 300 SQ. MM |
| 33 | Heat Shrinkable Type Straight through joint for 33 KV 300 SQ. MM |
| 34 | 33/11KV S/S structure(Rural)with clamps made of MS Channel 100x50, MS Flat 50x6 and MS Sheet as per approved design and drawing.weight.(4087 Kg) Approx. (All galvanized as per relevant IS) |
| 35 | 11 KV GO double break without EB Isolator (with 9 x 24 KV Post Insulator ) 400 Amp. |
| 36 | M.S. Flat 50 X 6 mm (Galvanized as per relevant IS) for earthing |
| 37 | Composite Polymer Disc insulators for 11 KV 45 KN “T&C” type |
| 38 | Hardware Set For T&C type Disc Insulator |
| 39 | 33 KV HG Fuse set with 2x24 KV PI ( 1 Set=3 Nos) |
| 40 | 11 KV HG Fuse set with 1x24 KV PI ( 1 Set=3 Nos) |
| 41 | 30 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 42 | 9 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 43 | 36 KV Outdoor VCB Kiosk |
| 44 | 12 KV O/D VCB KIOSK, 630 Amp. |
| 45 | 5.0 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning including removing of old exsiting power transformer & depositing in circle store |
| 46 | 5.0 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 47 | 11 /0.4 KV 25, KVA, Al wound, (CRGO/ AMORPHOUS CORE) conventional outdoor type distribution transformers with all fittings and accessories and first filling of transformer oil alongwith MCCB. Protection on LV side confirming to technical specification & Star-1 Rating, BIS certified Energy Efficiency level 1 as per IS:1180 (Part-I):2014 |
| 48 | Supply of 11 KV/33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 49 | Supply of ISI mark LT PVC Insulated and PVC Sheathed Four Core 25.0 Sqmm(4Cx25) Aluminium conductor Armoured Cables for Station Dist. Trf. |
| 50 | Supply of ISI mark LT PVC Insulated PVC Sheathed Two Core Aluminium conductor Armoured Cable of size 4.0 sqmm(2Cx4) for yard lighting |
| 51 | Supply and erection of 8.0 Meter long GI Octagonal pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside. The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos.) inside the pole at door opening for cable connection of following length and dimension as per table P-01 of Raj. PWD BSR-2022 with base plate and foundation bolt on the Existing cement concrete foundation. All as per preapproved by Engineer in charge. |
| 52 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per approved by Engineer in charge |
| 53 | Providing & Fixing of IK08 IP-66 protected High Power LED Flood Light Minimum lumen output 26000 lumen system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cut off @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min>=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shallbe submitted. All as per approved by Engineer in charge. |
| 54 | Supply & Fixing of CO2 type Fire Extinguisher conforming to IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to IS 15222), Powder coated Internal & External Surface Manganese steel ISI marked as per IS 7285 cylinder body , Wheel type Forged brass release valve ISI Marked as per IS3224 with Inbuilt safety release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal wire braided hose having minimum bursting pressure of 140 Kgf/cm2, Horn with metallic thread connection, QR code for Product Traceability, including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificate from OEM / External NABL Accrediated Lab is to be submitted. All as per approved by Engineer in charge. Capacity 4.5 Kg. |
| 55 | 11KV Cross Arm (Wt. 8.874 Kg) made of MS Angle 65x65x6mm with clamp made of MS Flat 50X6 mm, weight (1.09 Kg.) Approx(All galvanized as per relevant IS) |
| 56 | 11KV top hamper made of MS Angle (65x65x6 mm) & MS Channel 100x50 mm weight(2.825 Kg.) Approx.(All galvanized as per relevant IS) |
| 57 | 11 KV double pole line structure set with clamps as required made from M.S. channel 100x50 X6 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 65x65x6 mm & 50x50x6 and M.S. flat 50x6 mm, weight(101.383 kgs.) Approx (All galvanized as per relevant IS) |
| 58 | GI Stay set of 1.8 m long, 16 mm diameter solid stay rod & 300x300x4 mm anchor plate |
| 59 | G.I. Stay Wire 7/10 SWG, 5.508 Kg per stay |
| 60 | 11 KV Stay/Guy Insulator |
| 61 | Stay Clamp, 1 set, 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.386 Kg.) suitable for 9 Mtr. PCC pole, WL-200 Kg(All galvanized as per relevant IS) |
| 62 | ACSR Weasel [30 sq.mm (6+1)/(2.59+2.59) mm ]conductor specification |
| 63 | ACSR Rabbit [50 Sqmm(6+1) /(3.35+3.35)] Conductor |
| 64 | HT XLPE Insulated ACSR Rabbit [50 Sqmm(6+1) /(3.35+3.35)] Conductor |
| 65 | PG Clamp for Weasel |
| 66 | PG Clamp for Rabbit |
| 67 | G.I. Earth Wire 8 SWG |
| 68 | 1.4 Meter Channel 100x50 mm Bracket Wt. 13.38 Kg with Clamp flat 50x6 mmWt. 1.142 Kg (All galvanized as per relevant IS) |
| 69 | 11 KV, 3Cx185 Sqmm Aluminium conductor Screened Cross linked Polyethylene (XLPE) Insulated Armoured Shielded PVC Sheathed cable of rated voltage 11 KV (earthed system) conforming to IS:7098 (Part-II/1985) with latest amendment |
| 70 | Heat Shrinkable Type Outdoor termination Kit for 11 KV 185 SQ. MM |
| 71 | Heat Shrinkable TypeStraight through joint for 11 KV 185 SQ. MM |
| 72 | MS Flat 50x10 mm for Misc. work(Galvanized as per relevant IS) |
| 73 | 3.15 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 74 | Important Note: Please see the sheet 5 of this XLS file for break up of quantity of items mentioned in column No. 5. |
| 75 | Conducting route survey and trimming of tree branches as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 76 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 77 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 78 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 79 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 80 | Erection of 42 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x2.10 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 81 | Erection of 36 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x1.80 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 82 | Erection of Stay set 8'x 3/4\\"(20 mm dia ,2.4 mtrs long, 380x380x4 mm anchor plate) including excavation of pit size 0.75x0.5x1.6 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling and back filling with proper ramming. The work includes fixing of 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.), stay insulator with stay wire 7/8 mm size (1 set = 7.5 Kg) at both ends with proper tension. |
| 83 | Erection &assembly of 2 Pole structures of 9 Mtr. long 400 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 84 | Fixing and assembly of disc. Point channel pair for 33 KV Line with pilot plates top hampers & clamps on erected double pole structure as per design |
| 85 | Fixing of 33kv pin insulator with pins. |
| 86 | Fixing of PG Clamps of DOG conductor |
| 87 | Fixing of 33 cross arm and top hampers along with clamp on ereected supprort as per design. |
| 88 | Fixing of 33 KV Composite Polymer Disc insulators/(each unit consiting of 3 nos .disc.& 1set of H/W) for 45 KN “B&S/T&C” type on terminal point including fixing of hardware and strips. |
| 89 | ACSR DOG- in Rural Area |
| 90 | ACSR Weasel in Rural Area |
| 91 | ACSR Rabbit in Rural Area |
| 92 | G.I.Earth wire 6 SWG- in Rural Area |
| 93 | G.I. Earth Wire 8 SWG in Rural Area |
| 94 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 95 | Assembly, Installation & commissioning of 33 KV gang operated isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 96 | Assembly. Installation & commissioning of gang operated 11 KV isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 97 | Assembly and installation of 33 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 98 | Assembly and installation of 11 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 99 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 100 | Fixing of 33/11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 101 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 102 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 103 | Kacha Land+Packa land |
| 104 | When 3x300 Sqmm cable led without HDPE pipe |
| 105 | When 3x300 Sqmm cable laid in a 200 PN4 HDPE pipe(IS-4984) |
| 106 | For Extra Loop (Ghera) fo 33 KV to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 107 | in Kaccha land + Packa land |
| 108 | When cable led without HDPE pipe |
| 109 | When cable laid in a 200 PN4 HDPE pipe(IS-4984) |
| 110 | For Extra Loop 11 KV(Ghera) to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 111 | Outdoor end terminal 3x300 Sq mm |
| 112 | Straight through joint 3x300 Sq mm |
| 113 | Straight through joint 3x50 to 3x185 Sq mm |
| 114 | Outdoor end terminal 3x50 to 3x185 Sq mm |
| 115 | Soft /loose soil |
| 116 | Hard /dense soil |
| 117 | Hard soil mixed with boulders |
| 118 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for Transformer platforms using 1 cement:5 sand:10 aggregate mix. |
| 119 | Providing and laying Randon Rubble stone masonry for foundation and plinth for transformer platform in cement sand mortar 1:6(1 Cement : 6 Sand) for platform (02 Nos. of M.S. Rails 90 Ponds of 2.4 Mtr. length each for fixing on platform Top shall be provided by the Nigam as free issue) |
| 120 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for Transformer platform Top |
| 121 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick .for Transformer platform |
| 122 | Soft /loose soil |
| 123 | Hard /dense soil |
| 124 | Hard soil mixed with boulders |
| 125 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for breaker platforms using 1 cement:5 sand:10 aggregate mix. |
| 126 | Providing and laying Randon Rubble stone masonry for foundation and plinth of breaker platform in cement sand mortar 1:6(1 Cement : 6 Sand) |
| 127 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for breaker platform Top |
| 128 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick for breaker platform |
| 129 | Installation of 30 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 130 | Installation of 9 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 131 | Fixing of 11 KV Composite Polymer Disc insulators/ B&S/T&C type disc insulator for 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W) on terminal point including fixing of hardware and strips. |
| 132 | Erection of 11 KV Pin Insulators with pins/ composite Pin Insulator (as per latest specification and drawings adopted & approved by NIGAM) |
| 133 | Installation testing as per Nigams norm & commissioning of 11/0.4KV, 25 or 40 KVA distribution transformer on erected supports including fixing of steel structure set for sub-station as per requirment jumpering on HV&LV side, crimping of lugs/ clamping earth connections of body and neutral of transformer with wire /strip (as already provided with earthing ) complete in all respect. |
| 134 | Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point. |
| 135 | Three nos. Earthing of each 11/0.4 KV distribution transformer /sub-station with M.S.Rod 20mm dia 3 meter long and driving them into earth by mechanical means at a distance as per approved design & drawing & specification.The work includes flattening of top ends of M.S.rod drilling a hole of 9/16\\" dia.at flattened top and tightening of M.S.flat 50x6mm/25x3mm/(having 3 hole 2ends and 1mm middle) with nuts and bolts with M.S.rods top end hole.The flat will also be welded with M.S.rod.The end will be connected to equipments as under in sequence. |
| 136 | Erection of 33 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 137 | Erection of 11 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 138 | Laying, connecting, testing and commissioning of 1100 Volt PVC cable at 33/11 KV Sub-Station including connections of leads cutting stripping of cable insulation providing compression type terminals fixing of cable glands crimping of lugs clamping of cable cores etc. complete in all respect as per requirement of Engineer Incharge. PVC cable size 4C X 25 sq MM |
| 139 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Normal soil |
| 140 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Ordinary rock ( where blasting is not required.) |
| 141 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Hard rock ( where blasting is required.) |
| 142 | Laying of MS flat /MS rod in 0.65Mtr.deep excavated trench and welding of MS flat/rod continuosly with 100 mm overlaping for straight joint including coating of MS flat joints with molten bitumen and covering joint with bitumen impregnated tape to protect from rust. |
| 143 | Shaping of MS flat for connecting the equipments with earthmesh .The work includes the welding of MS flat with equipments/structure and also with earth mesh.The work also includes coating of MS flat joint with molten bitumen and covering jointwith bitumen impregnated tape to protect from rust. |
| 144 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clamp Where drilling is not required |
| 145 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clampWhere drilling is required |
| 146 | Filling of trench with available excavated muck in layers of 20cm (Max.)consolidating each deposited layer by ramming & watering with lead up to 50 Mtr, and lift up to 1.5 Mtr. |
| 147 | Painting of exposed portion of MS flat/rod with two coats of red-oxide primer and two coats of green enamel paint.including material. |
| 148 | Earthing of new 33/11 KV S/S with bentonite compound (including material ) involving following activities. 1. Digging of 10.5 ft. deep pit of 4 ' dia ( approx 132 cu.ft) 2. Supply of 2\\" G.I pipe with cap(including fabrication of 30 holes in the periphery of pipe) 3. Making chamber for water pouring including cast iron manhole cover 4. Supply cost of 200 kg bentonite compound with making slurry 5. Supply of black cotton soil approx 80 cu.ft. 6. Connecting electrode with Mesh Earthing |
| 149 | Pipe Earthing for Power Transformer at 33 / 11 KV S/S:- Supply & erection of earthing electrode shall consist of G.I. Pipe 100 mm,of 3 Mtr Length. The electrode shall be buried as far as practicable 3 meters below ground level. Wherever possible, earth electrodes shall be located as near the water tap, water drain or near down take pipe. Earth electrodes shall not be installed in proximity to a metal fence. It shall be kept clear of the buildings foundations and in no case it shall be nearer than 2 meters from the outer face of the wall. The electrode shall be surrounded with layer of charcoal dust and salt mixture through out the length. The 100 mm GI pipe shall be provided with holes of 12 mm dia. drilled at 75 mm interval upto 2.5 meters length from bottom. The top of the pipe shall be provided with a G.I. threaded cap for watering the earth through a pipe. A Clamp with Pati of 12\\" of M.S. Flat of size 50X6 mm shall be fixed (Bolted) on the top edge of the pipe which in turn shall be connected to Neutral / Body of the Power Transformer through M.S. Flat size 50X6 mm. The G.I. cap over the GI pipe shall be housed in a masonry chamber, approximately 300 mm x 300 mm x 300 mm deep. The masonry chamber shall be provided with a RCC inspection cover resting over a RCC frame, embedded in masonry. |
| 150 | Providing & Fixing of ISO certified company made 32 Ampere TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, with metallic enclosure, as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required. Appropriate type test certificate / OEM test report shall be submitted. All as per approved by Engineer in charge. |
| 151 | Providing and Laying RCC Foundation for 8 meter long Octagonal poles as per Drawing attach at Table P-4 in PWD Raj. BSR 2022 with Following Procedure & All as per approved by Engineer in charge.A) Excavation of Pit for Foundation Size up to required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 152 | Laying of under ground 4.0 sqmm(2Cx4) armoured cable for yard lighting cable including excavation of 30cmx120cm.deep trench and refilling by 25 cm thick layer of sand 'A' class bricks covering refiling soil in the remaining portion. |
| 153 | Providing and fixing 120 cm high fencing with angle iron post size 50x50x6mm placed at every 3 meters apart and 45cm in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every 10th.post to the strutted with 50x50x6 mm angle iron provided with 6 horizontal lines and 2diagonals of G.I. barbed wire between two post fitted and fixed with G.I. Staples including each works in excavation etc. complete. |
| 154 | Supply, stacking & spreading of stone boulders 40 mm. Mono size.(Less voids 17%) |
| 155 | Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 156 | Providing and fixing of G.I. Pipe of 125 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 11 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 157 | Earthing of GO, DO and breaker using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 158 | Erection &assembly of 2 Pole structures of 9 Mtr. long 200 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 159 | Fixing of 11 cross arm and top hampers along with clamp on ereected supprort as per design. |
| 160 | Fixing of 1.4 Meter Channel 100x50 mm Bracket Wt. 13.38 Kg with Clamp flat 50x6 mmWt. 1.142 Kg on old erected pole only |
| 161 | Erection of 11 KV piller Boxes. Each 37\\"x24\\" base as per JdVVNL standard including excavation,bricks,sand,cement masonary of size 4\\"x3\\"x10\\"and 3' in ground and 1 1/2'above road level with muffing to support and mounting the piller .The masonary will have 4\\" X 4\\" opening 2\\"below ground level two in the rear sideand one each in the remaining sides to facilitate entry and exist of incomingand outgoing PVC cable.Earthing of the piller shall be connected to DPearth with 7/10 SWG StayWire & lugs. |
| 162 | PG CLAMPS for Weasel/Rabbit |
| 163 | Fixing of all type of fabricated material for rural type S/s on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 164 | Erection of Stay set 6'x 5/8\\"(16 mm dia ,1.8 mtrs long, 300x300x4 mm anchor plate) including excavation of pit size 0.75x0.5x1.35 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling and back filling with proper ramming. The work includes fixing of 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.386 Kg.), stay insulator with stay wire 7/10 mm size (1 set = 5.508 Kg) at both ends with proper tension. |
| 165 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (B-1.8) |
| 166 | Providing and laying in position cement concrete including curing, compaction etc. complete in 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 40mm nominal size). (B-54/3.1.6) |
| 167 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 CM thick wall in : cement Mortar 1:6: (1 Cement : 6 Sand). ( B-40/6.1.7) |
| 168 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) Extra over item No. 6.1 & 6.2 for: Wal upto 30cm. And less thickness. (B-40/6.2.7+6.3.2) |
| 169 | Brick work in superstructure up to third storey with selected bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm. Wide 12 mm deep complete in cement mortar 1:6. Add Extra over item of brick work for doing brick work with class designation100 instead of class designation 75. Quantity in Cum. (B-36/5.15+5.21.1) |
| 170 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) Extra over item No. 6.1 & 6.2 for: For above 30 cm thickness (B-40/6.2.7) |
| 171 | Add extra for facing as per design and detailed specification incl additionl cost of stone Corse rubble facing 2nd sort.(B-40/6.4.2) |
| 172 | Add extra for piller masonery (B-40/6.3.3) |
| 173 | Supply & Fixing Sursagar Bhura or equivalent ashlar sills, lintel and dassa, bearing, bed & top surface made perfectly even, jambs, skirting, steps etc. rough upto 15 cm. thick(B-46/6.27.1) |
| 174 | P&L Cement concrete in RCC work incl. curing compactes etc complete M-20 grade mix in found, raft footing up to Plinth level (B-21/4.1.2) |
| 175 | Reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 150, landings, balconies, shelves, chajjas, lintel bands, plain window sills, staircases, and spiral staircases upto three floor level including curing, compaction , finishing with rendering in cement sand mortar 1:3(1-cement:3-coarse sand) and making good joints excluding the cost of centering, shuttering and reinforcement. 1:1.5:3 (1-cement:1.5-coarse sand:3-20mm crusher broken aggregate)(B-24/4.3.1) |
| 176 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. (B-23/4.9) |
| 177 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways with woodan members and removal of forms for super structure upto 4.5 m height above plinth level, Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (B-23/ 4.10.2) |
| 178 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. (B-4.10.3) |
| 179 | P & Fabrication steel rainforcement for RCC work including cutting, bending placing in position and binding complete including cost of binding wire in founcatino, etc. upto plinth level. Thermo Mechanically treated bars. Up to floor three level (B-25/4.13.4) |
| 180 | Providing and laying cement concrete including curing, compaction etc. complete CC 1:3:6 using stone aggregate 20mm nominal size in super structure excl. cost of centering and shuttering. (B-16/3.2.4+B-17/3.4.(1) |
| 181 | Half Brick masonry in superstructure with bricks of class designation 75 with nominal hoop reinforcement (2 Nos. 6 mm MS bar) at every 4 th course in for hoop rejnforcement 1 Sqm. 6 mm MS bar 2X2X1.00=4.00 Cement Motar 1:6 (B-34&35/5.8.4+5.9) |
| 182 | Brick work in partition in super structure up to third storey 7 Cm. thick (brick on edges) using bricks of class designation 75 with nominal hoop rainforcement (2 Nos 6mm MS bar) at every fourth course in (B-35/5.10.3) |
| 183 | Supplying and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges: Kota stone 25 to 30 mm thick. (B-43/6.16.4) |
| 184 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm, long embedded in cement concrete block 15x10x10cm. Of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain galss panes 4 mm thick with coper glazing clips and special metal sash putty of approved make or mental beading with screws complete including priming coat of approval steel primer, exdluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung (openable) (B-103/9.28.3) |
| 185 | Supplying and fixing fixed wire gauge of 14mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. (B-103/9.31) |
| 186 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. (B-104/9.32) |
| 187 | Pointing on stone maosnry in cemen sand mortar 1:3 (1 cement : 3 sand) Flush & rulled pointing (B-149/12.36.1) |
| 188 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 25 mm thick. (B-144/12.9.1) |
| 189 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 20 mm thick.(B-144/12.9.2) |
| 190 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 6 mm thick plaster to ceiling in C M 1:3 (B-145/12.22) |
| 191 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 25mm thick in CSM 1:4 ( B-144/12.8.1) |
| 192 | Providing and laying 20 to 25 mm glazed tiles pieces over roofs treatment having colour and shades appd by Engg Incharge over 25 mm thick under layer in cement sand mrotar 1:4 with app of cement sullery I/e finishing of joints with ordinary cement , curring ets comp in all resp.washing with acid (B-122/10.50) |
| 193 | Supply & Fixing Jodhpur Sand Stone Machine cut Dash, Copping, sills, lintel fixed in cement sand mortar 1:4(a) 9cm (3.5'')(B-54/6.89(B)) |
| 194 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 cm long embedded in cement concrete bl,ocks 15x10x10 cm of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clups or with bolts and nuts as require including fixing or necessary butt hinges and screws and applying a priming coast of approval steel primer. (B-97/9.13) |
| 195 | Providing & laying Chequerred coloured plain cement concrete embossed of specially manufactured non slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete. (B-135/11.33+11.34) |
| 196 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’Commercial Veneer both side 30 mm thick shutter (B-81/8.18.2) |
| 197 | Polished other then Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab up to 2000 to 5000 Sq. Cm :(A) 30 mm thick slab.(B-135&136/11.35.3B-11.37.4) |
| 198 | Skirting 20 mm thick slab area upto 900 Sq.Cm.(B-136/11.37.1-11.37.4)| |
| 199 | Making grooves as per design in plaster 10mm to 20mm wide. (B-145/12.20) |
| 200 | Providing and fixing stainless steel 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 complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Grade 304 (B-16.56 (a)) |
| 201 | Polished other than Blue Kota stone slab in steps, walls pillars having fine machine cut edges laid on 12 mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the polishing complete 30 mm thick slab area 2001 to 5000 sq. Cm. (B-136/11.37.3 - 11.37.4) |
| 202 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer.(b-152/12.51.1) |
| 203 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 204 | Painting with enamel paint of apprived brand and manufacture to give an even shade: Two or more coats on new work. (B-156/12.68.1) |
| 205 | Suppling and fixing of rolling shutters of approved make, made of 80x1.25mm ms 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 arrangments for in side and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire spring grade No 2 and ms top cover 1.25 mm thick for rolling shutters as per design (Clear openable area to be measured for payment.).(B-100/9.23) |
| 206 | Supply & fixing steel shutter (Almirah type) with 18 gauge steel border & steel shutter including locking arrangement and painting etc. complete fixed on wall with joint fast (iron clip) (B-111/9.65) |
| 207 | Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).Category-I : Kajariya, Jhonson, Orient, Somani make etc. (B-62/7.3A) |
| 208 | Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete incl. 20 mm thick plaster in CSM 1:4 the cost of cement plaster). (B-62/7.4)+Note I |
| 209 | P&F steel gate grating & grills made of angle, tee, square bar or other flates black pipe with holdfast and fittings completes as per design and drawing including cutting welding and fabrication with priming coat of red oxide (B-99/9.19) |
| 210 | Cement concrete flooring grade 1:2:4 (1 - cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complte: 50mm thick with 20mm thick nominal size aggregate (B-126/11.3.3) |
| 211 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35 mm thick cement concrete flooring 1:2:4 mix complete with good finish with: Stone slab 100 to 150 mm thick average. (B-144/10.14.2) |
| 212 | P & F and fixing 1 mm thick M.S. sheet garrage door shutters with frame of 40x40 x 6 mm. Angle iron 3 mm M.S. gusset plates at the junction and corners including all fitting and applying a coat of approved steel primer. (Excluding cost of frames) Using flats 30x6mm for diagonal braces and central cross piece. (B-100/9.22.3) |
| 213 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 15cm deep and disposal of rubbish lead up to 50mtr. And lift up to 1.5 mtr. All kind of soil. (B-9/1.34.1) |
| 214 | Structural steel work welded in built up section trusses and frames work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. Height in R.S. joist flats, tees, angles and channels. (B-96/9.4) for fencing above boundary wall |
| 215 | Add for using gavlvanized barbed wire instead of black barbed wire. (B-110/9.59+9.61)for fencing above boundary wall |
| 216 | Providing batta gola 75mmx75mm in CC 1:2:4 I/C finished with cement morter in CM 1:3 B-114/10.8) |
| 217 | Fining with neat cement (punning)(B-145/12.15) |
| 218 | Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). (A)For Fixed portion (B-199/16.1.1+16.1.2) |
| 219 | For shutters of doors, windows & ventilators incl. providing and fixing hinges/ rollers etc. and making provision for fixing of fittings wherever reqd. (lockes shall be paid for separately). |
| 220 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVS/ 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 glass panes of 5.0mm thickness (weight not less than 13.75 Kg/Sqm) as per IS : 2835(B-200/16.3.2) |
| 221 | P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 incl. costof cutting floors as reqd. embedding in floor and cover plate etc. complte as per direction of Engineer in charge.(b-200/16.4) |
| 222 | P&F expanded grill made of anodised aluminium as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminium window/ vent with reqd. screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.B-201/16.5) |
| 223 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. Complete |
| 224 | Providing and fixing in Position collapsible steel shutters with vertical M.S channels 20 x 10 x 2 mm and bracket with flat iron diagonals 20 x 5mm . Size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangemets inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer.(To be measured and paid as per outer dimention) With 75 mm opening when closed. (To be measured and paid as per outer dimension) |
| 225 | P&L CC i/c curring compection etc of specified grade excluding the cost of centering and shuttering IS 456-2000 comp. Mix 1:2:4 for super structure (B-16/3.2.3+B-17/3.4(i)) |
| 226 | for up to plingth (B-16/3.2.3) |
| 227 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (I.S. : 2556 Mark) with 100mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. (S-1/1.2.2) |
| 228 | P & F WVC wsh basin (Ist quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (I.S. : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall. : Size 510 mm x 440mm (S-6/1.39.2) |
| 229 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 15 mm nominal size (B-240/2.38.1) |
| 230 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 25 mm nominal size (B-240/2.38.3) |
| 231 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 15 mm nominal size (B-240/2.39.1) |
| 232 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make. Brass 400 grm. 15 mm nominal bore (S-19/2.7.1) |
| 233 | P & F Stop Cock (IS : 8931 Mark) , superior quality & of approved make: brass 400grm 15 mm nominal bore. (S-19/2.8.1) |
| 234 | P & F Ball Cock ( IS : 1703 Mark) with Rod & P.V.C. Ball complete: Brass wt. 400 gm., 15mm. (S-20/2.11.1) |
| 235 | P & F 15 mm. Dia Connection Pipe of approved quality/make: PVC pipe with C.P. Brass nuts upto length. 450 mm. (S-21/2.13.3) |
| 236 | P & F Full-way Value (IS: 778 Mark) or wheet valve of approved make. Gun - metal 25 mm nominal bore. (S-22/2.15.3) |
| 237 | P & F Full-way Value (IS: 778 Mark) or wheet valve of approved make. Gun - metal 15 mm nominal bore. (S-22/2.15.1) |
| 238 | P & F PVC Storege Tank (IS : 12701 marked indicating the BIS license No.), of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 ltr. capacity (S-26/2.26.3) |
| 239 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 75 mm dia (S-46/3.45.1) |
| 240 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia (S-46/3.45.2) |
| 241 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia cowel (S-47&48/ 3.46.30) |
| 242 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia Tee with door ( S-47&48/3.46.17) |
| 243 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia bend (S-46/ 3.46.4 ) 87.5 degree |
| 244 | P & F Square - month gully trap 'A' grade (IS: marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40 mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. Trap size 150 x 100 mm, RCC cover with frame, Internal Chamber size 300 x 300mm. (S-33/3.5.1-S-43/3.33+S-43/3.35.7) |
| 245 | Construction of manhole in all type of soil inner size 90x60 cm. thick masonary in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring making channels, 80mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, RCC cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50mtr. lead. Depth up to 0.5 M (S-39/3.21.1-S-43/3.33+S-43/3.35.6) |
| 246 | Construction of soakage well in all type of soil 300mm thick dry masonry, top and bottom 300mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40mm thick M-15 grade C.C. flooring, earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr. : Size 240 cm. dia outside & 240 Cm. Depth. (S-39/3.24.3) |
| 247 | Making connection to G I main to Distibution i/c all fitting upto 25 mm dia ( S-18/2.3.1) |
| 248 | P&F looking mirror of PVC frame of appd make ( Atul or eq ) size 500x400 mm (S-11/1.48.1 ) |
| 249 | P&F towel rail or ring of appd quality or make Cp brass towel rail with bracket 600X20 mm heavy duty. (S-11/ 1.50.4) |
| 250 | Const of CC chamber 125 mm dia floor with stainless steel grating ( S-44/ 3.40.4) |
| 251 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 . |
| 252 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Bend 45 Dg. 110 mm |
| 253 | Excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cm bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 (R- 3.5 (iii)) |
| 254 | Providing and laying of interlocking M-30 grade Concrete block pavements having thickness 80mm as per drawing and as per IS 15658:2006 and all materials shall confotm to MoRTH Specification Clause 602 with M-30 grade 0.3 mtr x 0.3 mtr x 0.15 mtr edge blocks. Category 'A' : Dentated units to key into each other on all four faces Zigzag shapes as per IRC: SP 63-2004. (R-6.3(iii)(a)) |
| 255 | S/F of office steel table size 4'x2'6\\"x2'6\\" with 3 drawers having separate lock and partitions below each drawers sheet 22g, squre pipe 1\\", 16g . Top of table having 18mm ISI marked particle board with teak wood beading and polish and fixed on squre pipe 1\\" and one footrest of same section. |
| 256 | Supply and fixing of standard size steel office chair full arm with Maharashtra Cane seat back in tubular pipe 1\\" 16g 6 sut pipe inserted in 1\\" pipe at every turn or pipe . Seat of size 430x380 resting over pipe & back to be holded on pipe dully painted with enamel paint of superior quality. |
| 257 | Supply of steel 3 seated chair set made of iron 62\\" in length and each seat of size 17\\"x18\\" with hand rest structure made of round pipe 2\\" and square pipe 2\\"x1\\" and half inch round pipe frame in which perforated sheet 20g is fixed which is duly painted with red oxide and enamel paint of suprior qua;lity. |
| 258 | S/F of steel stool 12\\"x12\\"x18\\" with 19mm board sunmica top with beading pipe 1\\", 18g with angle frame. |
| 259 | Suppling& laying and Trans. Of gravel mooram binding material -do- complete all lead and lift |
| 260 | Supply and Fixing of signboard made of MS iron sheet 14 Gauge (1.6 mm thickness), angle frame and sheet size 6 feet x 4 feet (LxB), Enamel paint with Red Oxide base coat, colour printing by screen printing method, 6 feet height of board from ground level (between GL and bottom part of board), support made of MS angle 3’’x 3’’, 6 mm thickness, length of angle to be buried in the ground-1.5 feet with 1 feet hole pass inside |
| 261 | Wiring of light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible cpopper conductor 1.1.kv grade and 1.5sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade( IS:694) of approved make in surface/ recessed ISI marked MMS (IS:9537 P-III) pvc conduit & its accessories, round tiles,18 swg M.S. box with earth terminal, 6A swith 3.0 mm thick phenolic laminated sheet, zinc plated/ brass screws, cup washers, making connections, testing etc. as required (Group 2)( E020100) (A) short poing (upt 3 mtr.) |
| 262 | Medium point (Upto 6.0 Mtr.) |
| 263 | Long point (Upto to 10.0 Mtr.) |
| 264 | Supplying and drawing FR PVC insulated and unsheathed flesible copper conductor (IS:694) of 1.1 kv grade of approved make in exisisting surface or recessed conduit including making connections etc. as required. ( Group II ) (E040108) (A) 2x2x5 sq.mm + 1x1.5 sq mm |
| 265 | 2x4.0 sq. mm + 1x 2.5 sq mm ( E 040117) Group-2 |
| 266 | Wiring of 3 pin 5 amp. light plug point with 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible cpopper conductor 1.1.kv grade and 1.5 mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade IS:694) of approved make in surface/ recessed ISI marked med duty pvc conduit & its accessories, round tiles,18 swg M.S. box with earthing terminal, screwless cage connectors for neutral looping in switch board and falce ceiling point, 6A switch, 6A socket, 3.0 mm thick phenolic laminated sheet, zinc plated/ brass screws, cup washers, making connections, testing etc. as required. On Board Group 2 ( P-6 E-020301) |
| 267 | S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall, covering conduit with Wire mesh and making good the same as required.25 mm (E-020402) Group-2 P-7 |
| 268 | S&F of power plug poit accessories on 18 SWG metal box of size 175 x 100 x60 mm on surface or in recessed with suitable size phenolic laminated sheet cover i/c cost of 6 pin 16 amp switch & socket out let makinf connection etc as reqd ( E040500) P-16 Group-2 |
| 269 | Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required. ( E150100 ) (Group-2) P-75 |
| 270 | P&F 18 swg M.S. recessed fan box hexagonal / round of size 130 mm dia & depth 75mm 12 mm dia rod fan hook with 100 mm lenth extended on each side (E170600)(Group-I ) P-81 |
| 271 | SITC of ISI mark (IS:8472) self priming monoblock pump set of approved make. TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase (180 to 240 V) including cost of harware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively.self priming 1.0 HP, 1-0 (10-50) Mtr. (53-6.5) LPM Tex mo make (E260814) (Group- I) P-158 |
| 272 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.10 SWG G.I.(Hot Dipped) Wire (E 150706 ) P-74 |
| 273 | Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing E- 17.2.2 |
| 274 | P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required 1200 mm sweep.(E170403) |
| 275 | Providing & Fixing of IP65 IK08 rated Integrated SMD Mid power LED bulk head type light fixture made from Pressure Die Cast AL housing suitable with integral driver, system lumen efficacy ≥100 lm/Watt output , THD < 10% ,p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. surge protection 4 KV. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Minimum lumen output 1000 lm (E- 89/17.6.1) |
| 276 | S & F of Street light bracket made out from following size of 'B' class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required. E203903 32 mm Dia. |
| 277 | P&F ISI marked flush type 120/280 watt rotery 5 step fan regulator making connection testing etc. as reqd,( E072200) Gr-I P-32 |
| 278 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947- 2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating |
| 279 | Providing & Fixing of 240/415 V isolator ISI marked IS:13947- III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Double pole isolator 63 A rating |
| 280 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Metal door (single phase) IK-09 and IP-43 with Metal end box 12 Way (12+2) |
| 281 | Supply,Stacking and spreading of graded broken hard stone free from organic matter including stacking and spreading in yard as per standard specification size 20 mm crusher broken including all lead and lift, transportation, labour, loading, unloading, T&P required for spreading of gravelling work, complete work as per direction of Engineer-in-charge including dressing of ground upto 15cm depth. |
| 282 | Earth work in filling at site with soil free from vegetation & organic material including Excavation cost of material, loading, carriage, unloading, compacted with manual/mechanical means & levelling top surface evenly as per direction of Engineer incharge with all lead & lift. |
| 283 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 284 | Add extra for lead of Surplus Earth, Sand, Lime, Mooram, Manure and Sludge. |
| 285 | Providing and Laying granular sub base material having PI not more than 6, including spreasing in layers not exceeding 150 mm compacted thickness and consolidation by 8 to 10 tonnes power rollers to required chamber and grade including const of water and hire charges of machionaries, including T&P with all lead ( compacted thickness to be measured ) as per MoRTH specification Table 400-1, 400-2: For grading III material. |
| 286 | 3.15 MVA, 33/11 KV Copper wound Power Transformer Erection testing & comissioning including Loading Unloading and transportation from circle store to Site(For New S/S or Additional power transformers for existing S/S) |
| 287 | Total price of Supply (BoQ1/Schedule-1) |
| 288 | Total price of Erection (BoQ2/Schedule-2) |
| 289 | 3.0 (A) 33 KV feeder bifurcation A-(1)33 KV over head line |
| 290 | PCC Pole 9 Mtr. Long, Working Load 400 Kg. |
| 291 | 42 Feet long. Lattice Structure for double circuit line With 03 Nos. of 33 KV Channel Cross Arm(100x50 mm) with 48 Nos. of Nut & Bolts(M 16x45). Weight(580.827 kg) Approx.(All galvanized as per relevant IS) |
| 292 | 36 Feet long. Lattice Structure for single circuit line With 01 Nos. of 33 KV Channel Cross Arm (100x50 mm) and 1 Nos. of Top hamper(Flat 50x10 mm) with 48 Nos. of Nut & Bolts.(M 16x45) Weight(449.85 kg) Approx.(All galvanized as per relevant IS) |
| 293 | 33 KV Cross Arm made of MS Angle 75x75x6mm(Wt. 18.197 Kg) and clamp 50X10 mm(Wt. 1.827 Kg) and 33 KV Top Hamper made of MS Angle 65x65x6 mm and MS Channel(100x50 mm)(wt.= 2.825 Kgs.)approx(All galvanized as per relevant IS) |
| 294 | 33 KV double pole line structure set on 9mtrs PCC poles for cut point complete on existing poles in all respect as required made from M.S. channel 100x50 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 75x75x6, M.S. Angle 50x50x6 mm and M.S. flat 50x10 mm & 50x6 mm weight(142.314 kgs.) Approx(All galvanized as per relevant IS) |
| 295 | 33 KV Porcelain Pin Insulator |
| 296 | 33 KV G.I. Pin |
| 297 | Composite Polymer Disc insulators for 33 KV 45 KN “B&S” type |
| 298 | Hardware Set For B&S type Disc |
| 299 | GI stay sets, 20 mm dia ,2.4 mtrs long stay rod, 380 x380x4 mm anchor plate |
| 300 | G.I. Stay Wire (7/8 SWG, 7/4.00 mm), 7.5 Kg per stay |
| 301 | 33 KV Guy/Stay Insulator(140x85x25 mm) |
| 302 | Stay Clamp, 1 set, 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.) suitable for 9 Mtr. PCC pole, WL-400 Kg(All galvanized as per relevant IS) |
| 303 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 304 | PG clamps for Dog conductor |
| 305 | G.I. Earth Wire 6 SWG |
| 306 | 33 KV GO double break without EB Isolator (with 18 x 24 KV Post Insulator ) 800 Amp. |
| 307 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 308 | 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 309 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 310 | 1.8 Meter Channel Bracket made of MS Channel 100x50x6 mm(Wt. 17.21 Kg with Clamp made of flat 50x10 mm(Wt. 1.83 kg) (Galvanized as per relevant IS) |
| 311 | MS Channel 100x50x5 mm for Misc. work(Galvanized as per relevant IS) |
| 312 | MS Angel 75x75x6 mm for Misc. work(Galvanized as per relevant IS) |
| 313 | MS Flat 50x10 mm for Misc. work(Galvanized as per relevant IS) |
| 314 | A-(2 )33 KV Under ground cable |
| 315 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 316 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 317 | MS Angel 65x65x6 mm for Misc. work (All galvanized as per relevant IS) |
| 318 | MS Flat 50x6 mm for Misc. work (All galvanized as per relevant IS) |
| 319 | 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 320 | 33 KV, 3Cx300 Sqmm Aluminium conductor Screened Cross linked Polyethylene (XLPE) Insulated Armoured Shielded PVC Sheathed cable of rated voltage 33KV (earthed system) conforming to IS:7098 (Part-II/1985) with latest amendment |
| 321 | Heat Shrinkable Type Outdoor termination Kit for 33 KV 300 SQ. MM |
| 322 | Heat Shrinkable Type Straight through joint for 33 KV 300 SQ. MM |
| 323 | (B) New 33/11 kV sub-stations and Assiocated works |
| 324 | B-(1)33 KV over head line for Inter connection |
| 325 | PCC Pole 9 Mtr. Long, Working Load 400 Kg. |
| 326 | 42 Feet long. Lattice Structure for double circuit line With 03 Nos. of 33 KV Channel Cross Arm(100x50 mm) with 48 Nos. of Nut & Bolts(M 16x45). Weight(580.827 kg) Approx.(All galvanized as per relevant IS) |
| 327 | 36 Feet long. Lattice Structure for single circuit line With 01 Nos. of 33 KV Channel Cross Arm (100x50 mm) and 1 Nos. of Top hamper(Flat 50x10 mm) with 48 Nos. of Nut & Bolts.(M 16x45) Weight(449.85 kg) Approx.(All galvanized as per relevant IS) |
| 328 | 33 KV Cross Arm made of MS Angle 75x75x6mm(Wt. 18.197 Kg) and clamp 50X10 mm(Wt. 1.827 Kg) and 33 KV Top Hamper made of MS Angle 65x65x6 mm and MS Channel(100x50 mm)(wt.= 2.825 Kgs.)approx(All galvanized as per relevant IS) |
| 329 | 33 KV double pole line structure set on 9mtrs PCC poles for cut point complete on existing poles in all respect as required made from M.S. channel 100x50 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 75x75x6, M.S. Angle 50x50x6 mm and M.S. flat 50x10 mm & 50x6 mm weight(142.314 kgs.) Approx(All galvanized as per relevant IS) |
| 330 | 33 KV Porcelain Pin Insulator |
| 331 | 33 KV G.I. Pin |
| 332 | Composite Polymer Disc insulators for 33 KV 45 KN “B&S” type |
| 333 | Hardware Set For B&S type Disc |
| 334 | GI stay sets, 20 mm dia ,2.4 mtrs long stay rod, 380 x380x4 mm anchor plate |
| 335 | G.I. Stay Wire (7/8 SWG, 7/4.00 mm), 7.5 Kg per stay |
| 336 | 33 KV Guy/Stay Insulator(140x85x25 mm) |
| 337 | Stay Clamp, 1 set, 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.) suitable for 9 Mtr. PCC pole, WL-400 Kg(All galvanized as per relevant IS) |
| 338 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 339 | PG clamps for Dog conductor |
| 340 | G.I. Earth Wire 6 SWG |
| 341 | 33 KV GO double break without EB Isolator (with 18 x 24 KV Post Insulator ) 800 Amp. |
| 342 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 343 | 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 344 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 345 | 1.8 Meter Channel Bracket made of MS Channel 100x50x6 mm(Wt. 17.21 Kg with Clamp made of flat 50x10 mm(Wt. 1.83 kg) (Galvanized as per relevant IS) |
| 346 | MS Channel 100x50x5 mm for Misc. work(Galvanized as per relevant IS) |
| 347 | MS Angel 75x75x6 mm for Misc. work(Galvanized as per relevant IS) |
| 348 | MS Flat 50x10 mm for Misc. work(Galvanized as per relevant IS) |
| 349 | B-(2 )33 KV Under ground cable |
| 350 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 351 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 352 | MS Angel 65x65x6 mm for Misc. work (All galvanized as per relevant IS) |
| 353 | MS Flat 50x6 mm for Misc. work (All galvanized as per relevant IS) |
| 354 | 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 355 | 33 KV, 3Cx300 Sqmm Aluminium conductor Screened Cross linked Polyethylene (XLPE) Insulated Armoured Shielded PVC Sheathed cable of rated voltage 33KV (earthed system) conforming to IS:7098 (Part-II/1985) with latest amendment |
| 356 | Heat Shrinkable Type Outdoor termination Kit for 33 KV 300 SQ. MM |
| 357 | Heat Shrinkable Type Straight through joint for 33 KV 300 SQ. MM |
| 358 | B-(3) 33/11 KV S/s |
| 359 | PCC Pole 9 Mtr. Long, Working Load 400 Kg. |
| 360 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 361 | 33/11KV S/S structure(Rural)with clamps made of MS Channel 100x50, MS Flat 50x6 and MS Sheet as per approved design and drawing.weight.(4087 Kg) Approx. (All galvanized as per relevant IS) |
| 362 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 363 | 33 KV GO double break without EB Isolator (with 18 x 24 KV Post Insulator ) 800 Amp. |
| 364 | 11 KV GO double break without EB Isolator (with 9 x 24 KV Post Insulator ) 400 Amp. |
| 365 | M.S. Flat 50 X 6 mm (Galvanized as per relevant IS) for earthing |
| 366 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 367 | 33 KV Porcelain Pin Insulator |
| 368 | 33 KV G.I. Pin |
| 369 | Composite Polymer Disc insulators for 33 KV 45 KN “B&S” type |
| 370 | Hardware Set For B&S type Disc |
| 371 | Composite Polymer Disc insulators for 11 KV 45 KN “T&C” type |
| 372 | Hardware Set For T&C type Disc Insulator |
| 373 | PG clamps for Dog conductor |
| 374 | 33 KV HG Fuse set with 2x24 KV PI ( 1 Set=3 Nos) |
| 375 | 11 KV HG Fuse set with 1x24 KV PI ( 1 Set=3 Nos) |
| 376 | 30 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 377 | 9 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 378 | 36 KV Outdoor VCB Kiosk |
| 379 | 12 KV O/D VCB KIOSK, 630 Amp. |
| 380 | 3.15 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 381 | 5.0 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 382 | 11 /0.4 KV 25, KVA, Al wound, (CRGO/ AMORPHOUS CORE) conventional outdoor type distribution transformers with all fittings and accessories and first filling of transformer oil alongwith MCCB. Protection on LV side confirming to technical specification & Star-1 Rating, BIS certified Energy Efficiency level 1 as per IS:1180 (Part-I):2014 |
| 383 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 384 | Supply of 11 KV/33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 385 | Supply of ISI mark LT PVC Insulated and PVC Sheathed Four Core 25.0 Sqmm(4Cx25) Aluminium conductor Armoured Cables for Station Dist. Trf. |
| 386 | Supply of ISI mark LT PVC Insulated PVC Sheathed Two Core Aluminium conductor Armoured Cable of size 4.0 sqmm(2Cx4) for yard lighting |
| 387 | Supply and erection of 8.0 Meter long GI Octagonal pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside. The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos.) inside the pole at door opening for cable connection of following length and dimension as per table P-01 of Raj. PWD BSR-2022 with base plate and foundation bolt on the Existing cement concrete foundation. All as per preapproved by Engineer in charge. |
| 388 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per approved by Engineer in charge |
| 389 | Providing & Fixing of IK08 IP-66 protected High Power LED Flood Light Minimum lumen output 26000 lumen system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cut off @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min>=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shallbe submitted. All as per approved by Engineer in charge. |
| 390 | Supply & Fixing of CO2 type Fire Extinguisher conforming to IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to IS 15222), Powder coated Internal & External Surface Manganese steel ISI marked as per IS 7285 cylinder body , Wheel type Forged brass release valve ISI Marked as per IS3224 with Inbuilt safety release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal wire braided hose having minimum bursting pressure of 140 Kgf/cm2, Horn with metallic thread connection, QR code for Product Traceability, including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificate from OEM / External NABL Accrediated Lab is to be submitted. All as per approved by Engineer in charge. Capacity 4.5 Kg. |
| 391 | (C) 11 KV Inter connection work |
| 392 | C-(1) 11 KV Bay |
| 393 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 394 | MS Channel 100x50x5 mm for Misc. work(Galvanized as per relevant IS) |
| 395 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 396 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 397 | 11 KV GO double break without EB Isolator (with 9 x 24 KV Post Insulator ) 400 Amp. |
| 398 | 11 KV HG Fuse set with 1x24 KV PI ( 1 Set=3 Nos) |
| 399 | 9 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 400 | 12 KV O/D VCB KIOSK, 630 Amp. |
| 401 | Composite Polymer Disc insulators for 11 KV 45 KN “T&C” type |
| 402 | Hardware Set For T&C type Disc Insulator |
| 403 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 404 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 405 | C-(2) 11 KV over head line 3 Phase |
| 406 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 407 | 36 Feet long. Lattice Structure for single circuit line With 01 Nos. of 33 KV Channel Cross Arm (100x50 mm) and 1 Nos. of Top hamper(Flat 50x10 mm) with 48 Nos. of Nut & Bolts.(M 16x45) Weight(449.85 kg) Approx.(All galvanized as per relevant IS) |
| 408 | 11KV Cross Arm (Wt. 8.874 Kg) made of MS Angle 65x65x6mm with clamp made of MS Flat 50X6 mm, weight (1.09 Kg.) Approx(All galvanized as per relevant IS) |
| 409 | 11KV top hamper made of MS Angle (65x65x6 mm) & MS Channel 100x50 mm weight(2.825 Kg.) Approx.(All galvanized as per relevant IS) |
| 410 | 11 KV double pole line structure set with clamps as required made from M.S. channel 100x50 X6 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 65x65x6 mm & 50x50x6 and M.S. flat 50x6 mm, weight(101.383 kgs.) Approx (All galvanized as per relevant IS) |
| 411 | GI Stay set of 1.8 m long, 16 mm diameter solid stay rod & 300x300x4 mm anchor plate |
| 412 | G.I. Stay Wire 7/10 SWG, 5.508 Kg per stay |
| 413 | 11 KV Stay/Guy Insulator |
| 414 | Stay Clamp, 1 set, 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.386 Kg.) suitable for 9 Mtr. PCC pole, WL-200 Kg(All galvanized as per relevant IS) |
| 415 | 11 KV Composite Polymer Pin Insulator |
| 416 | Composite Polymer Disc insulators for 11 KV 45 KN “T&C” type |
| 417 | Hardware Set For T&C type Disc Insulator |
| 418 | ACSR Weasel [30 sq.mm (6+1)/(2.59+2.59) mm ]conductor specification |
| 419 | ACSR Rabbit [50 Sqmm(6+1) /(3.35+3.35)] Conductor |
| 420 | HT XLPE Insulated ACSR Rabbit [50 Sqmm(6+1) /(3.35+3.35)] Conductor |
| 421 | PG Clamp for Weasel |
| 422 | PG Clamp for Rabbit |
| 423 | G.I. Earth Wire 8 SWG |
| 424 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 425 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 426 | 1.4 Meter Channel 100x50 mm Bracket Wt. 13.38 Kg with Clamp flat 50x6 mmWt. 1.142 Kg (All galvanized as per relevant IS) |
| 427 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 428 | MS Angel 65x65x6 mm for Misc. work (All galvanized as per relevant IS) |
| 429 | MS Flat 50x6 mm for Misc. work (All galvanized as per relevant IS) |
| 430 | 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 431 | C-(3)11 KV under ground cable |
| 432 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 433 | MS Channel 75x40x6 mm for Misc. work (All galvanized as per relevant IS) |
| 434 | MS Angel 65x65x6 mm for Misc. work (All galvanized as per relevant IS) |
| 435 | MS Flat 50x6 mm for Misc. work (All galvanized as per relevant IS) |
| 436 | 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 437 | 11 KV, 3Cx185 Sqmm Aluminium conductor Screened Cross linked Polyethylene (XLPE) Insulated Armoured Shielded PVC Sheathed cable of rated voltage 11 KV (earthed system) conforming to IS:7098 (Part-II/1985) with latest amendment |
| 438 | Heat Shrinkable Type Outdoor termination Kit for 11 KV 185 SQ. MM |
| 439 | Heat Shrinkable TypeStraight through joint for 11 KV 185 SQ. MM |
| 440 | 11 KV Pillar Box |
| 441 | (D) Augmentation of Power transformer from 3.15 MVA to 5 MVA |
| 442 | 5.0 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning including removing of old exsiting power transformer & depositing in circle store |
| 443 | (E) Additional Power transformer |
| 444 | PCC Pole 9 Mtr. Long, Working Load 400 Kg. |
| 445 | PCC Pole 9 Mtr. Long, Working Load 200 Kg. |
| 446 | ACSR DOG[100Sqmm(6+7) /(4.72+1.57)] conductor |
| 447 | 33 KV double pole line structure set on 9mtrs PCC poles for cut point complete on existing poles in all respect as required made from M.S. channel 100x50 mm ISMC [9.56 kg. per mtr] ISA M.S. angle 75x75x6, M.S. Angle 50x50x6 mm and M.S. flat 50x10 mm & 50x6 mm weight(142.314 kgs.) Approx(All galvanized as per relevant IS) |
| 448 | 33 KV GO double break without EB Isolator (with 18 x 24 KV Post Insulator ) 800 Amp. |
| 449 | 11 KV GO double break without EB Isolator (with 9 x 24 KV Post Insulator ) 400 Amp. |
| 450 | M.S. Flat 50 X 6 mm (Galvanized as per relevant IS) for earthing |
| 451 | Galvanised M.S. Rod 20 mm dia electrodes having 3 Meter length(1 Nos.), Galvanised Earthing clamp of M.S.Flat of size 50x6 mm 220 mm length One welded with earth electrode and loose to be bolted(Set of 2 Pieces), Galvanised Bolts, Nuts and Spring washers(2 sets) and G.I.Wire Size 8 SWG having length 15 Meter(1 Nos.) |
| 452 | 33 KV Porcelain Pin Insulator |
| 453 | 33 KV G.I. Pin |
| 454 | Composite Polymer Disc insulators for 33 KV 45 KN “B&S” type |
| 455 | Hardware Set For B&S type Disc |
| 456 | Composite Polymer Disc insulators for 11 KV 45 KN “T&C” type |
| 457 | Hardware Set For T&C type Disc Insulator |
| 458 | PG clamps for Dog conductor |
| 459 | 33 KV HG Fuse set with 2x24 KV PI ( 1 Set=3 Nos) |
| 460 | 11 KV HG Fuse set with 1x24 KV PI ( 1 Set=3 Nos) |
| 461 | 30 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 462 | 9 KV 10 KA Station class heavy duty Metal Oxide (Gapless) Surge Arrester(LA)(1 set=3 No.) |
| 463 | 12 KV O/D VCB KIOSK, 630 Amp. |
| 464 | 3.15 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 465 | 5.0 MVA, 33/11 KV Copper wound Power Transformer complete with first filling of transformer oil , OFF circuit tap changer and all fittings with Erection testing & comissioning |
| 466 | M.S. Nut & Bolt, 16 MM (Assorted size) (All galvanized as per relevant IS) |
| 467 | Supply of 11 KV/33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 468 | Supply of ISI mark LT PVC Insulated PVC Sheathed Two Core Aluminium conductor Armoured Cable of size 4.0 sqmm(2Cx4) for yard lighting |
| 469 | Supply and erection of 8.0 Meter long GI Octagonal pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside. The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos.) inside the pole at door opening for cable connection of following length and dimension as per table P-01 of Raj. PWD BSR-2022 with base plate and foundation bolt on the Existing cement concrete foundation. All as per preapproved by Engineer in charge. |
| 470 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per approved by Engineer in charge |
| 471 | Providing & Fixing of IK08 IP-66 protected High Power LED Flood Light Minimum lumen output 26000 lumen system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cut off @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10% , driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min>=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shallbe submitted. All as per approved by Engineer in charge. |
| 472 | Supply & Fixing of CO2 type Fire Extinguisher conforming to IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to IS 15222), Powder coated Internal & External Surface Manganese steel ISI marked as per IS 7285 cylinder body , Wheel type Forged brass release valve ISI Marked as per IS3224 with Inbuilt safety release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal wire braided hose having minimum bursting pressure of 140 Kgf/cm2, Horn with metallic thread connection, QR code for Product Traceability, including Fixing on wall with suitable Anchor Fasteners as required of following capacity. Test Certificates of all the Parameters along with Hydro test & Burst test (For Cylinder Body) Certificate from OEM / External NABL Accrediated Lab is to be submitted. All as per approved by Engineer in charge. Capacity 4.5 Kg. |
| 473 | MS Channel 100x50x5 mm for Misc. work(Galvanized as per relevant IS) |
| 474 | (A) 33 KV feeder bifurcation |
| 475 | A-(1)33 KV over head line |
| 476 | Conducting route survey and trimming of tree branches as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 477 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 478 | Erection of 42 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x2.10 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 479 | Erection of 36 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x1.80 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 480 | Erection of Stay set 8'x 3/4\\"(20 mm dia ,2.4 mtrs long, 380x380x4 mm anchor plate) including excavation of pit size 0.75x0.5x1.6 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling and back filling with proper ramming. The work includes fixing of 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.), stay insulator with stay wire 7/8 mm size (1 set = 7.5 Kg) at both ends with proper tension. |
| 481 | Erection &assembly of 2 Pole structures of 9 Mtr. long 400 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 482 | Fixing and assembly of disc. Point channel pair for 33 KV Line with pilot plates top hampers & clamps on erected double pole structure as per design |
| 483 | Fixing of 33kv pin insulator with pins. |
| 484 | Fixing of PG Clamps of DOG conductor |
| 485 | Fixing of 33 cross arm and top hampers along with clamp on ereected supprort as per design. |
| 486 | Fixing of 33 KV Composite Polymer Disc insulators/(each unit consiting of 3 nos .disc.& 1set of H/W) for 45 KN “B&S/T&C” type on terminal point including fixing of hardware and strips. |
| 487 | Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging. |
| 488 | ACSR DOG- in Rural Area |
| 489 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end. |
| 490 | G.I.Earth wire 6 SWG- in Rural Area |
| 491 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 492 | Assembly, Installation & commissioning of 33 KV gang operated isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 493 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 494 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 495 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 496 | A-(2 )33 KV Under ground cable |
| 497 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 498 | Laying of 33 KV XLPE Cable ( Aluminium Conductor ) underground as per relevant ISS / JdVVNL standard including excavation of 30 cm width x120 cm deep trench in Kaccha land 25 cm thick under layer of sand. 'A' class bricks or concrete block covering refilling soil in the remaining portion and providing/fixing cable route indicators at every 30Mtr.of cable and at every turn. |
| 499 | Kacha Land+Packa land |
| 500 | Laying of 33 KV XLPE cable without Road cutting i.e. through burrowing machine \\"VERMIER\\".(120 cm deep).Use of this technology must be restricted to the situation like:- (i) When the passages available for laying the proposed cable is totally a metal or cement concrete road.ii) When the road cutting is not permitted by the local administration. |
| 501 | When 3x300 Sqmm cable led without HDPE pipe |
| 502 | When 3x300 Sqmm cable laid in a 200 PN4 HDPE pipe(IS-4984) |
| 503 | For Extra Loop (Ghera) fo 33 KV to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 504 | Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 505 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 506 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 507 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 508 | Installation of cable termination / straight through joints on 33 KV Aluminium conductor XLPE Cable with outdoor/ indoor termination end and /or straight through joint including required excavation / remoral/ fixing / refixing/ testing etc. as required |
| 509 | Outdoor end terminal 3x300 Sq mm |
| 510 | Straight through joint 3x300 Sq mm |
| 511 | (B) New 33/11 kV sub-stations and Assiocated works |
| 512 | B-(1)33 KV over head line |
| 513 | Conducting route survey and trimming of tree branches as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 514 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 515 | Erection of 42 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x2.10 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 516 | Erection of 36 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x1.80 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 517 | Erection of Stay set 8'x 3/4\\"(20 mm dia ,2.4 mtrs long, 380x380x4 mm anchor plate) including excavation of pit size 0.75x0.5x1.6 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling and back filling with proper ramming. The work includes fixing of 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.822 Kg.), stay insulator with stay wire 7/8 mm size (1 set = 7.5 Kg) at both ends with proper tension. |
| 518 | Fixing of PG Clamps of DOG conductor |
| 519 | Fixing of 33 cross arm and top hampers along with clamp on ereected supprort as per design. |
| 520 | Erection &assembly of 2 Pole structures of 9 Mtr. long 400 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 521 | Fixing and assembly of disc. Point channel pair for 33 KV Line with pilot plates top hampers & clamps on erected double pole structure as per design |
| 522 | Fixing of 33kv pin insulator with pins. |
| 523 | Fixing of 33 KV Composite Polymer Disc insulators/(each unit consiting of 3 nos .disc.& 1set of H/W) for 45 KN “B&S/T&C” type on terminal point including fixing of hardware and strips. |
| 524 | Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging. |
| 525 | ACSR DOG- in Rural Area |
| 526 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end. |
| 527 | G.I.Earth wire 6 SWG- in Rural Area |
| 528 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 529 | Assembly, Installation & commissioning of 33 KV gang operated isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 530 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 531 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 532 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 533 | B-(2 )33 KV Under ground cable |
| 534 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 535 | Laying of 33 KV XLPE Cable ( Aluminium Conductor ) underground as per relevant ISS / JdVVNL standard including excavation of 30 cm width x120 cm deep trench in Kaccha land 25 cm thick under layer of sand. 'A' class bricks or concrete block covering refilling soil in the remaining portion and providing/fixing cable route indicators at every 30Mtr.of cable and at every turn. |
| 536 | Kacha Land+Packa land |
| 537 | Laying of 33 KV XLPE cable without Road cutting i.e. through burrowing machine \\"VERMIER\\".(120 cm deep).Use of this technology must be restricted to the situation like:- (i) When the passages available for laying the proposed cable is totally a metal or cement concrete road.ii) When the road cutting is not permitted by the local administration. |
| 538 | When 3x300 Sqmm cable led without HDPE pipe |
| 539 | When 3x300 Sqmm cable laid in a 200 PN4 HDPE pipe(IS-4984) |
| 540 | For Extra Loop (Ghera) fo 33 KV to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 541 | Providing and fixing of G.I. Pipe of 150 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 33 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 542 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 543 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 544 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 545 | Installation of cable termination / straight through joints on 33 KV Aluminium conductor XLPE Cable with outdoor/ indoor termination end and /or straight through joint including required excavation / remoral/ fixing / refixing/ testing etc. as required |
| 546 | Outdoor end terminal 3x300 Sq mm |
| 547 | Straight through joint 3x300 Sq mm |
| 548 | B-(3.1) 33/11 KV S/s(Electrical work) |
| 549 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 550 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 551 | Earth work excavation and foundation of platfrom of transformers (Size 2.4 x 2.4x 2.0 Mtrs.) including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 552 | Soft /loose soil |
| 553 | Hard /dense soil |
| 554 | Hard soil mixed with boulders |
| 555 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for Transformer platforms using 1 cement:5 sand:10 aggregate mix. |
| 556 | Providing and laying Randon Rubble stone masonry for foundation and plinth for transformer platform in cement sand mortar 1:6(1 Cement : 6 Sand) for platform (02 Nos. of M.S. Rails 90 Ponds of 2.4 Mtr. length each for fixing on platform Top shall be provided by the Nigam as free issue) |
| 557 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for Transformer platform Top |
| 558 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick .for Transformer platform |
| 559 | Earth work excavation and foundation of platfrom of brakers (Size 1.5 x 1.5 x 2.0 Mtrs.) including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 560 | Soft /loose soil |
| 561 | Hard /dense soil |
| 562 | Hard soil mixed with boulders |
| 563 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for breaker platforms using 1 cement:5 sand:10 aggregate mix. |
| 564 | Providing and laying Randon Rubble stone masonry for foundation and plinth of breaker platform in cement sand mortar 1:6(1 Cement : 6 Sand) |
| 565 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for breaker platform Top |
| 566 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick for breaker platform |
| 567 | Fixing of all type of fabricated material for rural type S/s on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 568 | Fixing of PG Clamps of DOG conductor |
| 569 | Fixing of 33kv pin insulator with pins. |
| 570 | Fixing of 11 KV Composite Polymer Disc insulators/ B&S/T&C type disc insulator for 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W) on terminal point including fixing of hardware and strips. |
| 571 | Fixing of 33 KV Composite Polymer Disc insulators/(each unit consiting of 3 nos .disc.& 1set of H/W) for 45 KN “B&S/T&C” type on terminal point including fixing of hardware and strips. |
| 572 | Assembly, Installation & commissioning of 33 KV gang operated isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 573 | Assembly. Installation & commissioning of gang operated 11 KV isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 574 | Assembly and installation of 33 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 575 | Assembly and installation of 11 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 576 | Installation of 30 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 577 | Installation of 9 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 578 | Installation testing as per Nigams norm & commissioning of 11/0.4KV, 25 or 40 KVA distribution transformer on erected supports including fixing of steel structure set for sub-station as per requirment jumpering on HV&LV side, crimping of lugs/ clamping earth connections of body and neutral of transformer with wire /strip (as already provided with earthing ) complete in all respect. |
| 579 | Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point. |
| 580 | Three nos. Earthing of each 11/0.4 KV distribution transformer /sub-station with M.S.Rod 20mm dia 3 meter long and driving them into earth by mechanical means at a distance as per approved design & drawing & specification.The work includes flattening of top ends of M.S.rod drilling a hole of 9/16\\" dia.at flattened top and tightening of M.S.flat 50x6mm/25x3mm/(having 3 hole 2ends and 1mm middle) with nuts and bolts with M.S.rods top end hole.The flat will also be welded with M.S.rod.The end will be connected to equipments as under in sequence. |
| 581 | Erection of 33 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 582 | Erection of 11 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 583 | Fixing of 33/11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 584 | Laying, connecting, testing and commissioning of 1100 Volt PVC cable at 33/11 KV Sub-Station including connections of leads cutting stripping of cable insulation providing compression type terminals fixing of cable glands crimping of lugs clamping of cable cores etc. complete in all respect as per requirement of Engineer Incharge. PVC cable size 4C X 25 sq MM |
| 585 | Mesh earthing for 33/11 kv sub-station as per approved map &design usingMS flat 50X6mm/MS road 20mm dia includinglaying of flat/rod at the depth of 0.65 Mtrs.,welding & jointing at joints , structures & equipments etc.asunder: |
| 586 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Normal soil |
| 587 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Ordinary rock ( where blasting is not required.) |
| 588 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Hard rock ( where blasting is required.) |
| 589 | Laying of MS flat /MS rod in 0.65Mtr.deep excavated trench and welding of MS flat/rod continuosly with 100 mm overlaping for straight joint including coating of MS flat joints with molten bitumen and covering joint with bitumen impregnated tape to protect from rust. |
| 590 | Shaping of MS flat for connecting the equipments with earthmesh .The work includes the welding of MS flat with equipments/structure and also with earth mesh.The work also includes coating of MS flat joint with molten bitumen and covering jointwith bitumen impregnated tape to protect from rust. |
| 591 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clamp Where drilling is not required |
| 592 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clampWhere drilling is required |
| 593 | Filling of trench with available excavated muck in layers of 20cm (Max.)consolidating each deposited layer by ramming & watering with lead up to 50 Mtr, and lift up to 1.5 Mtr. |
| 594 | Painting of exposed portion of MS flat/rod with two coats of red-oxide primer and two coats of green enamel paint.including material. |
| 595 | Earthing of new 33/11 KV S/S with bentonite compound (including material ) involving following activities. 1. Digging of 10.5 ft. deep pit of 4 ' dia ( approx 132 cu.ft) 2. Supply of 2\\" G.I pipe with cap(including fabrication of 30 holes in the periphery of pipe) 3. Making chamber for water pouring including cast iron manhole cover 4. Supply cost of 200 kg bentonite compound with making slurry 5. Supply of black cotton soil approx 80 cu.ft. 6. Connecting electrode with Mesh Earthing |
| 596 | Pipe Earthing for Power Transformer at 33 / 11 KV S/S:- Supply & erection of earthing electrode shall consist of G.I. Pipe 100 mm,of 3 Mtr Length. The electrode shall be buried as far as practicable 3 meters below ground level. Wherever possible, earth electrodes shall be located as near the water tap, water drain or near down take pipe. Earth electrodes shall not be installed in proximity to a metal fence. It shall be kept clear of the buildings foundations and in no case it shall be nearer than 2 meters from the outer face of the wall. The electrode shall be surrounded with layer of charcoal dust and salt mixture through out the length. The 100 mm GI pipe shall be provided with holes of 12 mm dia. drilled at 75 mm interval upto 2.5 meters length from bottom. The top of the pipe shall be provided with a G.I. threaded cap for watering the earth through a pipe. A Clamp with Pati of 12\\" of M.S. Flat of size 50X6 mm shall be fixed (Bolted) on the top edge of the pipe which in turn shall be connected to Neutral / Body of the Power Transformer through M.S. Flat size 50X6 mm. The G.I. cap over the GI pipe shall be housed in a masonry chamber, approximately 300 mm x 300 mm x 300 mm deep. The masonry chamber shall be provided with a RCC inspection cover resting over a RCC frame, embedded in masonry. |
| 597 | Providing & Fixing of ISO certified company made 32 Ampere TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, with metallic enclosure, as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required. Appropriate type test certificate / OEM test report shall be submitted. All as per approved by Engineer in charge. |
| 598 | Providing and Laying RCC Foundation for 8 meter long Octagonal poles as per Drawing attach at Table P-4 in PWD Raj. BSR 2022 with Following Procedure & All as per approved by Engineer in charge.A) Excavation of Pit for Foundation Size up to required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 599 | Laying of under ground 4.0 sqmm(2Cx4) armoured cable for yard lighting cable including excavation of 30cmx120cm.deep trench and refilling by 25 cm thick layer of sand 'A' class bricks covering refiling soil in the remaining portion. |
| 600 | Providing and fixing 120 cm high fencing with angle iron post size 50x50x6mm placed at every 3 meters apart and 45cm in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every 10th.post to the strutted with 50x50x6 mm angle iron provided with 6 horizontal lines and 2diagonals of G.I. barbed wire between two post fitted and fixed with G.I. Staples including each works in excavation etc. complete. |
| 601 | Supply, stacking & spreading of stone boulders 40 mm. Mono size.(Less voids 17%) |
| 602 | B-(3.2) 33/11 KV S/s(Civil building work) |
| 603 | 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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils (B-1.8) |
| 604 | Providing and laying in position cement concrete including curing, compaction etc. complete in 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 40mm nominal size). (B-54/3.1.6) |
| 605 | Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 CM thick wall in : cement Mortar 1:6: (1 Cement : 6 Sand). ( B-40/6.1.7) |
| 606 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) Extra over item No. 6.1 & 6.2 for: Wal upto 30cm. And less thickness. (B-40/6.2.7+6.3.2) |
| 607 | Brick work in superstructure up to third storey with selected bricks of class designation 75 in exposed brick work including making horizontal and vertical grooves 10 mm. Wide 12 mm deep complete in cement mortar 1:6. Add Extra over item of brick work for doing brick work with class designation100 instead of class designation 75. Quantity in Cum. (B-36/5.15+5.21.1) |
| 608 | Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. Thick walls in: Cement Mortar 1:6 (1- Cement : 6 - sand) Extra over item No. 6.1 & 6.2 for: For above 30 cm thickness (B-40/6.2.7) |
| 609 | Add extra for facing as per design and detailed specification incl additionl cost of stone Corse rubble facing 2nd sort.(B-40/6.4.2) |
| 610 | Add extra for piller masonery (B-40/6.3.3) |
| 611 | Supply & Fixing Sursagar Bhura or equivalent ashlar sills, lintel and dassa, bearing, bed & top surface made perfectly even, jambs, skirting, steps etc. rough upto 15 cm. thick(B-46/6.27.1) |
| 612 | P&L Cement concrete in RCC work incl. curing compactes etc complete M-20 grade mix in found, raft footing up to Plinth level (B-21/4.1.2) |
| 613 | Reinforced cement concrete work in beams, suspended floors, roofs, girders having slopes up to 150, landings, balconies, shelves, chajjas, lintel bands, plain window sills, staircases, and spiral staircases upto three floor level including curing, compaction , finishing with rendering in cement sand mortar 1:3(1-cement:3-coarse sand) and making good joints excluding the cost of centering, shuttering and reinforcement. 1:1.5:3 (1-cement:1.5-coarse sand:3-20mm crusher broken aggregate)(B-24/4.3.1) |
| 614 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. (B-23/4.9) |
| 615 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways with woodan members and removal of forms for super structure upto 4.5 m height above plinth level, Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. (B-23/ 4.10.2) |
| 616 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : Columns, pillars, posts and struts etc. (B-4.10.3) |
| 617 | P & Fabrication steel rainforcement for RCC work including cutting, bending placing in position and binding complete including cost of binding wire in founcatino, etc. upto plinth level. Thermo Mechanically treated bars. Up to floor three level (B-25/4.13.4) |
| 618 | Providing and laying cement concrete including curing, compaction etc. complete CC 1:3:6 using stone aggregate 20mm nominal size in super structure excl. cost of centering and shuttering. (B-16/3.2.4+B-17/3.4.(1) |
| 619 | Half Brick masonry in superstructure with bricks of class designation 75 with nominal hoop reinforcement (2 Nos. 6 mm MS bar) at every 4 th course in for hoop rejnforcement 1 Sqm. 6 mm MS bar 2X2X1.00=4.00 Cement Motar 1:6 (B-34&35/5.8.4+5.9) |
| 620 | Brick work in partition in super structure up to third storey 7 Cm. thick (brick on edges) using bricks of class designation 75 with nominal hoop rainforcement (2 Nos 6mm MS bar) at every fourth course in (B-35/5.10.3) |
| 621 | Supplying and fixing in walls machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges: Kota stone 25 to 30 mm thick. (B-43/6.16.4) |
| 622 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm, long embedded in cement concrete block 15x10x10cm. Of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain galss panes 4 mm thick with coper glazing clips and special metal sash putty of approved make or mental beading with screws complete including priming coat of approval steel primer, exdluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung (openable) (B-103/9.28.3) |
| 623 | Supplying and fixing fixed wire gauge of 14mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. (B-103/9.31) |
| 624 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. (B-104/9.32) |
| 625 | Pointing on stone maosnry in cemen sand mortar 1:3 (1 cement : 3 sand) Flush & rulled pointing (B-149/12.36.1) |
| 626 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 25 mm thick. (B-144/12.9.1) |
| 627 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 20 mm thick.(B-144/12.9.2) |
| 628 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 6 mm thick plaster to ceiling in C M 1:3 (B-145/12.22) |
| 629 | Plaster on new surface on walls in cement sand moprtar 1:6 including racking of joint etc. complete fine finished: 25mm thick in CSM 1:4 ( B-144/12.8.1) |
| 630 | Providing and laying 20 to 25 mm glazed tiles pieces over roofs treatment having colour and shades appd by Engg Incharge over 25 mm thick under layer in cement sand mrotar 1:4 with app of cement sullery I/e finishing of joints with ordinary cement , curring ets comp in all resp.washing with acid (B-122/10.50) |
| 631 | Supply & Fixing Jodhpur Sand Stone Machine cut Dash, Copping, sills, lintel fixed in cement sand mortar 1:4(a) 9cm (3.5'')(B-54/6.89(B)) |
| 632 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 cm long embedded in cement concrete bl,ocks 15x10x10 cm of 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) or with wooden plugs and screws or rawl plugs and screws or with fixing clups or with bolts and nuts as require including fixing or necessary butt hinges and screws and applying a priming coast of approval steel primer. (B-97/9.13) |
| 633 | Providing & laying Chequerred coloured plain cement concrete embossed of specially manufactured non slipping tiles of approved make 20 mm thick laid on 20 mm thick bed of cement mortar 1:6 jointed with neat cement slurry complete. (B-135/11.33+11.34) |
| 634 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’Commercial Veneer both side 30 mm thick shutter (B-81/8.18.2) |
| 635 | Polished other then Blue Kota Stone flooring skirting, laid over 20 mm thick base of C.M. 1:4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab up to 2000 to 5000 Sq. Cm :(A) 30 mm thick slab.(B-135&136/11.35.3B-11.37.4) |
| 636 | Skirting 20 mm thick slab area upto 900 Sq.Cm.(B-136/11.37.1-11.37.4)| |
| 637 | Making grooves as per design in plaster 10mm to 20mm wide. (B-145/12.20) |
| 638 | Providing and fixing stainless steel 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 complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Grade 304 (B-16.56 (a)) |
| 639 | Polished other than Blue Kota stone slab in steps, walls pillars having fine machine cut edges laid on 12 mm (Av.) thick cement mortar 1:3 and jointed with grey cement slurry mixed with pigment to match the polishing complete 30 mm thick slab area 2001 to 5000 sq. Cm. (B-136/11.37.3 - 11.37.4) |
| 640 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer.(b-152/12.51.1) |
| 641 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 642 | Painting with enamel paint of apprived brand and manufacture to give an even shade: Two or more coats on new work. (B-156/12.68.1) |
| 643 | Suppling and fixing of rolling shutters of approved make, made of 80x1.25mm ms 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 arrangments for in side and out side locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3 cm long wire spring grade No 2 and ms top cover 1.25 mm thick for rolling shutters as per design (Clear openable area to be measured for payment.).(B-100/9.23) |
| 644 | Supply & fixing steel shutter (Almirah type) with 18 gauge steel border & steel shutter including locking arrangement and painting etc. complete fixed on wall with joint fast (iron clip) (B-111/9.65) |
| 645 | Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 300mm x 200mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster).Category-I : Kajariya, Jhonson, Orient, Somani make etc. (B-62/7.3A) |
| 646 | Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete incl. 20 mm thick plaster in CSM 1:4 the cost of cement plaster). (B-62/7.4)+Note I |
| 647 | P&F steel gate grating & grills made of angle, tee, square bar or other flates black pipe with holdfast and fittings completes as per design and drawing including cutting welding and fabrication with priming coat of red oxide (B-99/9.19) |
| 648 | Cement concrete flooring grade 1:2:4 (1 - cement : 2 coarse sand : 4 graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complte: 50mm thick with 20mm thick nominal size aggregate (B-126/11.3.3) |
| 649 | Providing stone slab covering over drains including filling of joints in cement sand mortar 1:3 with 35 mm thick cement concrete flooring 1:2:4 mix complete with good finish with: Stone slab 100 to 150 mm thick average. (B-144/10.14.2) |
| 650 | P & F and fixing 1 mm thick M.S. sheet garrage door shutters with frame of 40x40 x 6 mm. Angle iron 3 mm M.S. gusset plates at the junction and corners including all fitting and applying a coat of approved steel primer. (Excluding cost of frames) Using flats 30x6mm for diagonal braces and central cross piece. (B-100/9.22.3) |
| 651 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 15cm deep and disposal of rubbish lead up to 50mtr. And lift up to 1.5 mtr. All kind of soil. (B-9/1.34.1) |
| 652 | Structural steel work welded in built up section trusses and frames work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. Height in R.S. joist flats, tees, angles and channels. (B-96/9.4) for fencing above boundary wall |
| 653 | Add for using gavlvanized barbed wire instead of black barbed wire. (B-110/9.59+9.61)for fencing above boundary wall |
| 654 | Providing batta gola 75mmx75mm in CC 1:2:4 I/C finished with cement morter in CM 1:3 B-114/10.8) |
| 655 | Fining with neat cement (punning)(B-145/12.15) |
| 656 | Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). (A)For Fixed portion (B-199/16.1.1+16.1.2) |
| 657 | For shutters of doors, windows & ventilators incl. providing and fixing hinges/ rollers etc. and making provision for fixing of fittings wherever reqd. (lockes shall be paid for separately). |
| 658 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVS/ 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 glass panes of 5.0mm thickness (weight not less than 13.75 Kg/Sqm) as per IS : 2835(B-200/16.3.2) |
| 659 | P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 incl. costof cutting floors as reqd. embedding in floor and cover plate etc. complte as per direction of Engineer in charge.(b-200/16.4) |
| 660 | P&F expanded grill made of anodised aluminium as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminium window/ vent with reqd. screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.B-201/16.5) |
| 661 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. Complete |
| 662 | Providing and fixing in Position collapsible steel shutters with vertical M.S channels 20 x 10 x 2 mm and bracket with flat iron diagonals 20 x 5mm . Size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangemets inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer.(To be measured and paid as per outer dimention) With 75 mm opening when closed. (To be measured and paid as per outer dimension) |
| 663 | P&L CC i/c curring compection etc of specified grade excluding the cost of centering and shuttering IS 456-2000 comp. Mix 1:2:4 for super structure (B-16/3.2.3+B-17/3.4(i)) |
| 664 | for up to plingth (B-16/3.2.3) |
| 665 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (I.S. : 2556 Mark) with 100mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. (S-1/1.2.2) |
| 666 | P & F WVC wsh basin (Ist quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (I.S. : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make. 25 mm G.I. waste pipe complete including cutting & making good the wall. : Size 510 mm x 440mm (S-6/1.39.2) |
| 667 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 15 mm nominal size (B-240/2.38.1) |
| 668 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,) 25 mm nominal size (B-240/2.38.3) |
| 669 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 15 mm nominal size (B-240/2.39.1) |
| 670 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make. Brass 400 grm. 15 mm nominal bore (S-19/2.7.1) |
| 671 | P & F Stop Cock (IS : 8931 Mark) , superior quality & of approved make: brass 400grm 15 mm nominal bore. (S-19/2.8.1) |
| 672 | P & F Ball Cock ( IS : 1703 Mark) with Rod & P.V.C. Ball complete: Brass wt. 400 gm., 15mm. (S-20/2.11.1) |
| 673 | P & F 15 mm. Dia Connection Pipe of approved quality/make: PVC pipe with C.P. Brass nuts upto length. 450 mm. (S-21/2.13.3) |
| 674 | P & F Full-way Value (IS: 778 Mark) or wheet valve of approved make. Gun - metal 25 mm nominal bore. (S-22/2.15.3) |
| 675 | P & F Full-way Value (IS: 778 Mark) or wheet valve of approved make. Gun - metal 15 mm nominal bore. (S-22/2.15.1) |
| 676 | P & F PVC Storege Tank (IS : 12701 marked indicating the BIS license No.), of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 ltr. capacity (S-26/2.26.3) |
| 677 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 75 mm dia (S-46/3.45.1) |
| 678 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia (S-46/3.45.2) |
| 679 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia cowel (S-47&48/ 3.46.30) |
| 680 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia Tee with door ( S-47&48/3.46.17) |
| 681 | P & F UPVC SWR. pipes grade 'B' for sciland wast discharge system (IS :13592-1992 marked) of approved make 110 mm dia bend (S-46/ 3.46.4 ) 87.5 degree |
| 682 | P & F Square - month gully trap 'A' grade (IS: marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40 mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. Trap size 150 x 100 mm, RCC cover with frame, Internal Chamber size 300 x 300mm. (S-33/3.5.1-S-43/3.33+S-43/3.35.7) |
| 683 | Construction of manhole in all type of soil inner size 90x60 cm. thick masonary in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring making channels, 80mm thick stone slab covering with 40 mm thick M-15 grade C.C. flooring, RCC cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50mtr. lead. Depth up to 0.5 M (S-39/3.21.1-S-43/3.33+S-43/3.35.6) |
| 684 | Construction of soakage well in all type of soil 300mm thick dry masonry, top and bottom 300mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1:3, Ralthal, Kharanja, 40mm thick M-15 grade C.C. flooring, earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr. : Size 240 cm. dia outside & 240 Cm. Depth. (S-39/3.24.3) |
| 685 | Making connection to G I main to Distibution i/c all fitting upto 25 mm dia ( S-18/2.3.1) |
| 686 | P&F looking mirror of PVC frame of appd make ( Atul or eq ) size 500x400 mm (S-11/1.48.1 ) |
| 687 | P&F towel rail or ring of appd quality or make Cp brass towel rail with bracket 600X20 mm heavy duty. (S-11/ 1.50.4) |
| 688 | Const of CC chamber 125 mm dia floor with stainless steel grating ( S-44/ 3.40.4) |
| 689 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 . |
| 690 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Bend 45 Dg. 110 mm |
| 691 | Excavation in soil using hydraulic excavator and tippers with disposal upto 1000 m. Excavation for roadwork in soil with hydraulic excavator of 0.9 cm bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross section, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 (R- 3.5 (iii)) |
| 692 | Providing and laying of interlocking M-30 grade Concrete block pavements having thickness 80mm as per drawing and as per IS 15658:2006 and all materials shall confotm to MoRTH Specification Clause 602 with M-30 grade 0.3 mtr x 0.3 mtr x 0.15 mtr edge blocks. Category 'A' : Dentated units to key into each other on all four faces Zigzag shapes as per IRC: SP 63-2004. (R-6.3(iii)(a)) |
| 693 | S/F of office steel table size 4'x2'6\\"x2'6\\" with 3 drawers having separate lock and partitions below each drawers sheet 22g, squre pipe 1\\", 16g . Top of table having 18mm ISI marked particle board with teak wood beading and polish and fixed on squre pipe 1\\" and one footrest of same section. |
| 694 | Supply and fixing of standard size steel office chair full arm with Maharashtra Cane seat back in tubular pipe 1\\" 16g 6 sut pipe inserted in 1\\" pipe at every turn or pipe . Seat of size 430x380 resting over pipe & back to be holded on pipe dully painted with enamel paint of superior quality. |
| 695 | Supply of steel 3 seated chair set made of iron 62\\" in length and each seat of size 17\\"x18\\" with hand rest structure made of round pipe 2\\" and square pipe 2\\"x1\\" and half inch round pipe frame in which perforated sheet 20g is fixed which is duly painted with red oxide and enamel paint of suprior qua;lity. |
| 696 | S/F of steel stool 12\\"x12\\"x18\\" with 19mm board sunmica top with beading pipe 1\\", 18g with angle frame. |
| 697 | Suppling& laying and Trans. Of gravel mooram binding material -do- complete all lead and lift |
| 698 | Supply and Fixing of signboard made of MS iron sheet 14 Gauge (1.6 mm thickness), angle frame and sheet size 6 feet x 4 feet (LxB), Enamel paint with Red Oxide base coat, colour printing by screen printing method, 6 feet height of board from ground level (between GL and bottom part of board), support made of MS angle 3’’x 3’’, 6 mm thickness, length of angle to be buried in the ground-1.5 feet with 1 feet hole pass inside |
| 699 | Wiring of light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible cpopper conductor 1.1.kv grade and 1.5sq mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade( IS:694) of approved make in surface/ recessed ISI marked MMS (IS:9537 P-III) pvc conduit & its accessories, round tiles,18 swg M.S. box with earth terminal, 6A swith 3.0 mm thick phenolic laminated sheet, zinc plated/ brass screws, cup washers, making connections, testing etc. as required (Group 2)( E020100) (A) short poing (upt 3 mtr.) |
| 700 | Medium point (Upto 6.0 Mtr.) |
| 701 | Long point (Upto to 10.0 Mtr.) |
| 702 | Supplying and drawing FR PVC insulated and unsheathed flesible copper conductor (IS:694) of 1.1 kv grade of approved make in exisisting surface or recessed conduit including making connections etc. as required. ( Group II ) (E040108) (A) 2x2x5 sq.mm + 1x1.5 sq mm |
| 703 | 2x4.0 sq. mm + 1x 2.5 sq mm ( E 040117) Group-2 |
| 704 | Wiring of 3 pin 5 amp. light plug point with 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible cpopper conductor 1.1.kv grade and 1.5 mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 KV grade IS:694) of approved make in surface/ recessed ISI marked med duty pvc conduit & its accessories, round tiles,18 swg M.S. box with earthing terminal, screwless cage connectors for neutral looping in switch board and falce ceiling point, 6A switch, 6A socket, 3.0 mm thick phenolic laminated sheet, zinc plated/ brass screws, cup washers, making connections, testing etc. as required. On Board Group 2 ( P-6 E-020301) |
| 705 | S&F following sizes (dia.) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting the wall, covering conduit with Wire mesh and making good the same as required.25 mm (E-020402) Group-2 P-7 |
| 706 | S&F of power plug poit accessories on 18 SWG metal box of size 175 x 100 x60 mm on surface or in recessed with suitable size phenolic laminated sheet cover i/c cost of 6 pin 16 amp switch & socket out let makinf connection etc as reqd ( E040500) P-16 Group-2 |
| 707 | Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required. ( E150100 ) (Group-2) P-75 |
| 708 | P&F 18 swg M.S. recessed fan box hexagonal / round of size 130 mm dia & depth 75mm 12 mm dia rod fan hook with 100 mm lenth extended on each side (E170600)(Group-I ) P-81 |
| 709 | SITC of ISI mark (IS:8472) self priming monoblock pump set of approved make. TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase (180 to 240 V) including cost of harware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively.self priming 1.0 HP, 1-0 (10-50) Mtr. (53-6.5) LPM Tex mo make (E260814) (Group- I) P-158 |
| 710 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.10 SWG G.I.(Hot Dipped) Wire (E 150706 ) P-74 |
| 711 | Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ Glass housing SMD Mid Power LED tube rod (with integral driver & alumn. heat sink ), on existing fixture. system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum 35000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80)certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .1200mm , Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing E- 17.2.2 |
| 712 | P & F double ball bearing capacitor start, aluminium body & blade ceiling fan with down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required 1200 mm sweep.(E170403) |
| 713 | Providing & Fixing of IP65 IK08 rated Integrated SMD Mid power LED bulk head type light fixture made from Pressure Die Cast AL housing suitable with integral driver, system lumen efficacy ≥100 lm/Watt output , THD < 10% ,p.f.≥0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. surge protection 4 KV. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Minimum lumen output 1000 lm (E- 89/17.6.1) |
| 714 | S & F of Street light bracket made out from following size of 'B' class GI pipe with heavy duty pole clamp, Saddles suitable fastners etc. as required. E203903 32 mm Dia. |
| 715 | P&F ISI marked flush type 120/280 watt rotery 5 step fan regulator making connection testing etc. as reqd,( E072200) Gr-I P-32 |
| 716 | Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947- 2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Single pole MCB (With B/C curve tripping Characteristics) 6 A to 32 A rating |
| 717 | Providing & Fixing of 240/415 V isolator ISI marked IS:13947- III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage, true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation , two position din rail mounting, minimum phase termination capacity of 35sq.mm. IP 20 contact protection and fitted in existing distribution board / sheet including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Double pole isolator 63 A rating |
| 718 | Providing & Fixing of Recessed/surface mounting heavy duty horizontal type Double Door ( Metal / Glazed )Distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only )100 amp. insulated copper bus bar/shorting link , copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Metal door (single phase) IK-09 and IP-43 with Metal end box 12 Way (12+2) |
| 719 | Supply,Stacking and spreading of graded broken hard stone free from organic matter including stacking and spreading in yard as per standard specification size 20 mm crusher broken including all lead and lift, transportation, labour, loading, unloading, T&P required for spreading of gravelling work, complete work as per direction of Engineer-in-charge including dressing of ground upto 15cm depth. |
| 720 | Earth work in filling at site with soil free from vegetation & organic material including Excavation cost of material, loading, carriage, unloading, compacted with manual/mechanical means & levelling top surface evenly as per direction of Engineer incharge with all lead & lift. |
| 721 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil |
| 722 | Add extra for lead of Surplus Earth, Sand, Lime, Mooram, Manure and Sludge. |
| 723 | Providing and Laying granular sub base material having PI not more than 6, including spreasing in layers not exceeding 150 mm compacted thickness and consolidation by 8 to 10 tonnes power rollers to required chamber and grade including const of water and hire charges of machionaries, including T&P with all lead ( compacted thickness to be measured ) as per MoRTH specification Table 400-1, 400-2: For grading III material. |
| 724 | (C) 11 KV feeder Segregation |
| 725 | C-(1) 11 KV Bay |
| 726 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 727 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 728 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 729 | Fixing of 11 KV Composite Polymer Disc insulators/ B&S/T&C type disc insulator for 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W) on terminal point including fixing of hardware and strips. |
| 730 | Assembly, Installation & commissioning of gang operated 11 KV isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories complete in all respect with post insulator and jumpering on both ends for connection with the system. |
| 731 | Assembly and installation of 11 KV Horn Gap fuse set (set of 3 nos) on erected structure as per design, complete in all respect with post insulator including jumpering on both ends for connection with the system. |
| 732 | Installation of 9 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 733 | Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point. |
| 734 | Earth work excavation and foundation of platfrom of brakers (Size 1.5 x 1.5 x 2.0 Mtrs.) including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 735 | Soft /loose soil |
| 736 | Hard /dense soil |
| 737 | Hard soil mixed with boulders |
| 738 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for breaker platforms using 1 cement:5 sand:10 aggregate mix. |
| 739 | Providing and laying Randon Rubble stone masonry for foundation and plinth of breaker platform in cement sand mortar 1:6(1 Cement : 6 Sand) |
| 740 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for breaker platform Top |
| 741 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick for breaker platform |
| 742 | Erection of 11 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 743 | Earthing of GO, DO and breaker using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 744 | C-(2) 11 KV over head line 3 Phase |
| 745 | Conducting route survey and trimming of tree branches as per approved route map and pegging of route with tee off point section point & double pole locations. |
| 746 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 747 | Erection of 36 ft long lattice tower in alignment after checking the same with plumb line including fixing of cross arms and top hamper before erecting the tower including excavation of pit size 1.5mx1.5m x1.80 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, providing and laying of 2.59 Cubic meter cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation, including compaction/curing for 21days in steel plates shuttering /farmer base. The tower should be grouted and muffed in cement concrete of ratio 1:3:6, the remaining portion of the pit will be back filled with soil. |
| 748 | Erection of Stay set 6'x 5/8\\"(16 mm dia ,1.8 mtrs long, 300x300x4 mm anchor plate) including excavation of pit size 0.75x0.5x1.35 m deep in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling and back filling with proper ramming. The work includes fixing of 02 Nos. of clamps made of MS Flat 50x8 mm(Wt. 2.386 Kg.), stay insulator with stay wire 7/10 mm size (1 set = 5.508 Kg) at both ends with proper tension. |
| 749 | Erection &assembly of 2 Pole structures of 9 Mtr. long 200 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 750 | Fixing of 11 KV Composite Polymer Disc insulators/ B&S/T&C type disc insulator for 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W) on terminal point including fixing of hardware and strips. |
| 751 | Erection of 11 KV Pin Insulators with pins/ composite Pin Insulator (as per latest specification and drawings adopted & approved by NIGAM) |
| 752 | Laying ,jointing , stringing, tensioning and clamping of conductor with proper sag as directed , using bolted type hardware including binding on pin insulators,jumpering on section points with binding wire / P.G.clamps.Aluminium jointing sleeves will be used for jointing the conductor.The line must stand at proper voltage on charging. |
| 753 | ACSR Rabbit in Rural Area |
| 754 | XLPE insulated ACSR Rabbit |
| 755 | ACSR Weasel in Rural Area |
| 756 | Laying , jointing,stringing,tensioning and clamping of G.I.Earthwire continuosly on single/double pole by using earth clamps /nuts & bolts with washers and earth reel etc.including proper binding at each end. |
| 757 | G.I. Earth Wire 8 SWG in Rural Area |
| 758 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 759 | PG CLAMPS for Weasel/Rabbit |
| 760 | Fixing of 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 761 | Fixing of 11 cross arm and top hampers along with clamp on ereected supprort as per design. |
| 762 | Fixing of 1.4 Meter Channel 100x50 mm Bracket Wt. 13.38 Kg with Clamp flat 50x6 mmWt. 1.142 Kg on old erected pole only |
| 763 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 764 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 765 | C-(3) 11 KV underground cable |
| 766 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. |
| 767 | Laying of 11 KV, 3x185 Sqmm XLPE, Cable (Aluminium conductor) underground as per relevant IS/JdVVNL standards including excavation of 30 cm x 120 cm deep trench, 25 cm thick under layer of sand. 'A' class bricks covering refilling soil in the remaining(Including fixing of G.I.Pipe of required size at both end with 3 Mtr projected above the ground surface & 0.3 Mtr. below ground level) |
| 768 | in Kaccha land + Packa land |
| 769 | Laying of 11KV 3x185 Sqmm XLPE cable without Road cutting i.e. through burrowing machine \\"VERMIER\\".(120 cm deep).Use of this technology must be restricted to the situation like:- (i) When the passages available for laying the proposed cable is totally a metal or cement concrete road.ii) When the road cutting is not permitted by the local administration. |
| 770 | When cable led without HDPE pipe |
| 771 | When cable laid in a 200 PN4 HDPE pipe(IS-4984) |
| 772 | For Extra Loop 11 KV(Ghera) to be provided near the pole on termination point and the length of cable along the pole for mounting of cable jointing kit. |
| 773 | Providing and fixing of G.I. Pipe of 125 mm diameter. B-Class (IS:1239 mark),at the starting and finishing point of 11 KV under ground cables and to lay & clamp vertically with the existing support including labour charges. |
| 774 | Fixing of 11 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 775 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 776 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 777 | Installation of cable termination / straight through joints on 11KV Aluminium conductor XLPE Cable with outdoor/ indoor termination end and /or straight through joint including required excavation / remoral/ fixing / refixing/ testing etc. as required |
| 778 | Outdoor end terminal 3x50 to 3x185 Sq mm |
| 779 | Straight through joint 3x50 to 3x185 Sq mm |
| 780 | Erection of 11 KV piller Boxes. Each 37\\"x24\\" base as per JdVVNL standard including excavation,bricks,sand,cement masonary of size 4\\"x3\\"x10\\"and 3' in ground and 1 1/2'above road level with muffing to support and mounting the piller .The masonary will have 4\\" X 4\\" opening 2\\"below ground level two in the rear sideand one each in the remaining sides to facilitate entry and exist of incomingand outgoing PVC cable.Earthing of the piller shall be connected to DPearth with 7/10 SWG StayWire & lugs. |
| 781 | (D) Augmentation of Power transformer from 3.15 MVA to 5 MVA |
| 782 | (E) Additional Power transformer |
| 783 | Erection of 9 Meter long, Working Load 200m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (200 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 784 | Erection of 9 Meter long, Working Load 400m kg PCC Poles in allignment including excavation of pit size 1.2x0.6x1.5 mtr. deep for 9 mtrs (400 Kg) PCC poles in all type of soil i.e. normal soil/ ordinary rock/Hard Soil which does not require drilling / ordinary rock/Hard Soil which require drilling, and back filling consolidating each deposit layer of 0.15 mtr. by watering and ramming etc. Providing and laying of cement concrete in ratio 1:3:6 using 43 grade cement,river sand and 12 mm to 20 mm graded blast crusher broken in pit/foundation according to the size/type of supports including compaction/curing for 21days in steel plates shuttering /farmer base. |
| 785 | Earth work excavation and foundation of platfrom of transformers (Size 2.4 x 2.4x 2.0 Mtrs.) including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 786 | Soft /loose soil |
| 787 | Hard /dense soil |
| 788 | Hard soil mixed with boulders |
| 789 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for Transformer platforms using 1 cement:5 sand:10 aggregate mix. |
| 790 | Providing and laying Randon Rubble stone masonry for foundation and plinth for transformer platform in cement sand mortar 1:6(1 Cement : 6 Sand) for platform (02 Nos. of M.S. Rails 90 Ponds of 2.4 Mtr. length each for fixing on platform Top shall be provided by the Nigam as free issue) |
| 791 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for Transformer platform Top |
| 792 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick .for Transformer platform |
| 793 | Earth work excavation and foundation of platfrom of brakers (Size 1.5 x 1.5 x 2.0 Mtrs.) including dressing of sides and ramming of bottoms .Liftup to 1.5 Meter including taking out the excavated soil and depositing and refilling of jhiri, watering and ramming and disposal of surplus excavated soil as directed with in a lead of 50 Meter. |
| 794 | Soft /loose soil |
| 795 | Hard /dense soil |
| 796 | Hard soil mixed with boulders |
| 797 | Providing and laying cement concrete including compaction etc, complete using stone aggregate 40 mm nominal size (hand broken ) in foundation plinth for breaker platforms using 1 cement:5 sand:10 aggregate mix. |
| 798 | Providing and laying Randon Rubble stone masonry for foundation and plinth of breaker platform in cement sand mortar 1:6(1 Cement : 6 Sand) |
| 799 | Providing and laying Cement concrete flooring 75 mm thick with 20 mm thick nominal size aggregate grade 1:2:4 (1-cement :2- coarse sand :4-graded stone aggregate ) rounding off edges etc.for breaker platform Top |
| 800 | Providing and laying Plaster on new surface on walls in cement ,sand mortar 1:6 including racking of joint etc. complete fine finsh 25 mm thick for breaker platform |
| 801 | Fixing of 33kv pin insulator with pins. |
| 802 | Fixing of 11 KV Composite Polymer Disc insulators/ B&S/T&C type disc insulator for 11kv lines (each unit consiting of 1nos.disc.& 1set of H/ W) on terminal point including fixing of hardware and strips. |
| 803 | Fixing of 33 KV Composite Polymer Disc insulators/(each unit consiting of 3 nos .disc.& 1set of H/W) for 45 KN “B&S/T&C” type on terminal point including fixing of hardware and strips. |
| 804 | Assembly, Installation & commissioning of 33 KV gang operated isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 805 | Assembly. Installation & commissioning of gang operated 11 KV isolating switch without earthing blade on erected structure with setting for accurate operation including fixing of allied accessories completein all respect with post insulator and jumpering on both ends for connection with the system. |
| 806 | Assembly and installation of 33 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 807 | Assembly and installation of 11 KV Horn Gap fuse set (set of 3nos)on erected structure as per design, complete in all respectwith post insulator including jumpering on both ends for connection with the system. |
| 808 | Installation of 30 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 809 | Installation of 9 KV 10 KA Station class lightening arrestors on erected structure /support (1 nos) including connection with earth by wire /strip as required and jumpering etc. |
| 810 | Laying / stringing of bus bar with ACSR Dog & jumper connection using tie rod ,33KV /11KV insulator strings,required hardware,P.G.clamps/T clamps etc.as per requirement including Y-connections at bus bar jumpering point. |
| 811 | Erection &assembly of 2 Pole structures of 9 Mtr. long 400 Kg PCC poles in excavated pit in alignment after checking the same with plumb line.Including fixing of complete steel structure for line D.P.The support is to be back filled with soil with proper ramming. |
| 812 | Earthing of line for all type of supports as per REC construction standards using Stay wire/GI wire with one pcs.of M.S.rod 20mm dia each 3 meter long and driving into earth by mechanical means as per approved design.Drawing & specification.(In case of PCC poles earthing must be connected with earthwire already available on PCC pole at bottom) |
| 813 | Erection of 11 KV OCB/Kiosk/VCB complete with accessories including use of special tools & conducting all pre-commissioning test before energization,filling oil etc. complete in all respect with erection & grouting of structure (excluding civil works). The relays will be tested by Discom. |
| 814 | Fixing of 33 KV Danger plate of size 200 X 250 mm with GI clamp made of GI flat of size 25 mm x 3 mm length 711 mm with 2 No. HEX Bolt set Nut and Bolt of size 6 mm x 25 mm complete in all respect |
| 815 | Mesh earthing for 33/11 kv sub-station as per approved map &design usingMS flat 50X6mm/MS road 20mm dia includinglaying of flat/rod at the depth of 0.65 Mtrs.,welding & jointing at joints , structures & equipments etc.asunder: |
| 816 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Normal soil |
| 817 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Ordinary rock ( where blasting is not required.) |
| 818 | Excavation of trench of 0.65Mtrs.depth and 0.5Mtr.width Hard rock ( where blasting is required.) |
| 819 | Laying of MS flat /MS rod in 0.65Mtr.deep excavated trench and welding of MS flat/rod continuosly with 100 mm overlaping for straight joint including coating of MS flat joints with molten bitumen and covering joint with bitumen impregnated tape to protect from rust. |
| 820 | Shaping of MS flat for connecting the equipments with earthmesh .The work includes the welding of MS flat with equipments/structure and also with earth mesh.The work also includes coating of MS flat joint with molten bitumen and covering jointwith bitumen impregnated tape to protect from rust. |
| 821 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clamp Where drilling is not required |
| 822 | Preparation of spikes made of M.S Rod of 20 mm dia and 3 Mtr.length as per design and requirment to be driven in earth by mechanical means and Providing & .fastening of suitable clampswith the M.S. Rod, connection of earth wire/stay wire/MS flat in clampWhere drilling is required |
| 823 | Filling of trench with available excavated muck in layers of 20cm (Max.)consolidating each deposited layer by ramming & watering with lead up to 50 Mtr, and lift up to 1.5 Mtr. |
| 824 | Painting of exposed portion of MS flat/rod with two coats of red-oxide primer and two coats of green enamel paint.including material. |
| 825 | Earthing of new 33/11 KV S/S with bentonite compound (including material ) involving following activities. 1. Digging of 10.5 ft. deep pit of 4 ' dia ( approx 132 cu.ft) 2. Supply of 2\\" G.I pipe with cap(including fabrication of 30 holes in the periphery of pipe) 3. Making chamber for water pouring including cast iron manhole cover 4. Supply cost of 200 kg bentonite compound with making slurry 5. Supply of black cotton soil approx 80 cu.ft. 6. Connecting electrode with Mesh Earthing |
| 826 | Pipe Earthing for Power Transformer at 33 / 11 KV S/S:- Supply & erection of earthing electrode shall consist of G.I. Pipe 100 mm,of 3 Mtr Length. The electrode shall be buried as far as practicable 3 meters below ground level. Wherever possible, earth electrodes shall be located as near the water tap, water drain or near down take pipe. Earth electrodes shall not be installed in proximity to a metal fence. It shall be kept clear of the buildings foundations and in no case it shall be nearer than 2 meters from the outer face of the wall. The electrode shall be surrounded with layer of charcoal dust and salt mixture through out the length. The 100 mm GI pipe shall be provided with holes of 12 mm dia. drilled at 75 mm interval upto 2.5 meters length from bottom. The top of the pipe shall be provided with a G.I. threaded cap for watering the earth through a pipe. A Clamp with Pati of 12\\" of M.S. Flat of size 50X6 mm shall be fixed (Bolted) on the top edge of the pipe which in turn shall be connected to Neutral / Body of the Power Transformer through M.S. Flat size 50X6 mm. The G.I. cap over the GI pipe shall be housed in a masonry chamber, approximately 300 mm x 300 mm x 300 mm deep. The masonry chamber shall be provided with a RCC inspection cover resting over a RCC frame, embedded in masonry. |
| 827 | Providing & Fixing of ISO certified company made 32 Ampere TP&N 415 V AC-23A front handle operated switch disconnector fuse unit, cubical type, with metallic enclosure, as per PWD specification for electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required. Appropriate type test certificate / OEM test report shall be submitted. All as per approved by Engineer in charge. |
| 828 | Providing and Laying RCC Foundation for 8 meter long Octagonal poles as per Drawing attach at Table P-4 in PWD Raj. BSR 2022 with Following Procedure & All as per approved by Engineer in charge.A) Excavation of Pit for Foundation Size up to required depth from Ground levelB) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.C) Providing and laying in position cement concrete of M-10 grade of 75 mm thicknessD) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and PedestalF) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. |
| 829 | Laying of under ground 4.0 sqmm(2Cx4) armoured cable for yard lighting cable including excavation of 30cmx120cm.deep trench and refilling by 25 cm thick layer of sand 'A' class bricks covering refiling soil in the remaining portion. |
| 830 | Providing and fixing 120 cm high fencing with angle iron post size 50x50x6mm placed at every 3 meters apart and 45cm in ground embedded in cement concrete 1:3:6 (30x30x60cm) corner and every 10th.post to the strutted with 50x50x6 mm angle iron provided with 6 horizontal lines and 2diagonals of G.I. barbed wire between two post fitted and fixed with G.I. Staples including each works in excavation etc. complete. |
| 831 | Supply, stacking & spreading of stone boulders 40 mm. Mono size.(Less voids 17%) |
| 832 | Fabrication of steel structures of M.S angle ,M.S.channel & M.S.Flat including cutting ,drilling as per design and drawing. |
| 833 | Fixing of all type of fabricated material on erected supports with nut & bolts as per approved design & drawing of sub-station. |
| 834 | 3.15 MVA, 33/11 KV Copper wound Power Transformer Erection testing & comissioning including Loading Unloading and transportation from circle store to Site(For New S/S or Additional power transformers for existing S/S) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 26 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 31 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender