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| # | Company | Amount |
|---|---|---|
| 1 | ₹44.2 L |
Tender Value
₹58.9 L
EMD Value
₹1.2 L
Closing Date
3 Aug 2026, 3:00 pmClosed
DGM BSBCCL SAHARSA
DEPUTY GENERAL MANAGER SAHARSA
BSBCCL, Hospital Road, Sastri Nagar, Patna 800023
ANIL KUMAR
CGM
Construction of Campus Drain under 200 Bedded Vrihad Aashrya Grih At Chainsingh Pati in Dist- Supaul.
135829
11/BSBCCL/2026-27 GR01
Open Tender
CIVIL
Saharsa
• Registration with Building Construction Department, Government of Bihar
• GST registration certificate and Up to date clearance.
• PAN and Income Tax Return of previous financial Year.
• Annual Financial Turnover for Financial years
2023-24
2024-25
2025-26
• Maximum Contract amount for one work of similar nature completed during years:-
2021-22
2022-23
2023-24
2024-25
2025-26
• Enter Number of Engineers employed to prove Bidder's Engineering Establishment-
1. Civil Engg Degree holder.
2. Civil Engg Diploma holder .
3. Other Technical Staff.
• Name of Plants and Equipment owned by bidder-
1 Automatic batching plant+accessories
2 Mixer Machine
3 Steel shuttering more than 2000 sft
4 Water Tanker
5 Vibrator
• Bank credit and/or Self Declaration submitted / uploaded-1.Certificate of Bank for credit facility 10 %
2 Self declaration for investing 25 %
• Necessary undertakings submitted / uploaded-
1. Not abandoned any project
2. Never been in Litigation
3. No relative or any person.
• Bidding Capacity in Rupees.
• Number of projects completed in stipulated time during Last five Years.
• CHARACTER Certificate.
CIVIL
PERCENTAGE
L1
1
12 documents required · 12 mandatory
₹10,000
Processing Fee: 1180
₹1.2 L
CGM BSBCCL PATNA
6 Oct 2026
11 Jul 2026
5 Aug 2026
11 Jul 2026
3 Aug 2026
11 Jul 2026
17 Jul 2026
Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes , royalty as per building specification of E/I ,
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:
Centering and shuttering including strutting, proping etc. and removal of form work for:
Brick work with Fly ash bricks as per IS 12894(2002) & IS 3495 in foundation and plinth in:
20mm cement plaster of mix:
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade
Supplying of Moorum at site excluding Carriage of Materials with loading & unloading
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
BSBCCL
piu-purnea
DESCRIPTION
Earth work in excavation in foundation
Earth work in rough excavation ,
S/Filing Local sand in Foundation&Plinth
Providing designation 100 A one brick flat soling
P/L PCC In
Centering and shuttering for PCC work
Brick work with Fly Ash bricks
20mm CP 1:4 in external surfaces
Water proof cement paint
Supplying of Moorum at site
Laying spreading and compacting Moorum WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening watering and compacting to the required density.
BSBCCL
piu-purnea
DESCRIPTION
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member.
Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate antitheft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.
Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l.
Galvanised steeL barbed wire
STEEL ANGLES
Providing and fixing bright finished brass hard drawn hooks and eyes :
Door lens
Kitchen Chimni
GI pipe as par IS/1239 ISI MARKED C Class (heavy)
Water Tank Auto Cut
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
BSBCCL
piu-purnea
Estimated Amount (Rs.)
BSBCCL
SAHRSA
PARTICULAR
Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.
Disposal of building rubbish / malba / similar unserviceable, dismantledor wastematerials bymechanical means, including loading, transporting, unloading toapprovedmunicipal dumping groundorasapprovedbyEngineer-in-charge,beyond50minitial lead, for all leads including all lifts involved
Demolishingbrick tilecovering in terracing includingstackingof serviceablematerialanddisposalofunserviceablematerialwithin 50 m lead
Supplying and filling in plinth with loacl sand and under floors including, watering, ramming consolidating and dressing complete.
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royality all complete as per building specification and direction of E/I
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(at sunken slab) :
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering, finishing and reinforcement-All work upto plinth level
All work from plinth level upto floor V level.
Centring and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.
TMTC-500- 8mm dia .
TMTC-500-10 mm dia.
TMTC-500-12 mm dia.
Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 fine sand)
Neat Cement Punnig
Providing and placing in position 100 mm thick factory mademachine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
Providingand layingnon-pressureNP2class (light duty)R.C.C. pipeswithcollarsjointedwithstiffmixtureofcementmortarinthe proportionof1:2(1cement:2finesand) includingtestingofjoints etc complete
600 mm dia. R.C.C. pip
ConstructingmasonryChamber90x90x100cminside, inbrickwork incementmortar1:4(1cement :4coarsesand) forsluicevalve,with C.I.surfacebox100mmtopdiameter, 160mmbottomdiameterand 180mmdeep( inside)withchainedlidandRCCtopslab1:2:4mix(1 cement : 2coarsesand: 4gradedstoneaggregate20mmnominal size) , i/cnecessaryexcavation, foundationconcrete1:5:10(1cement : 5finesand: 10gradedstoneaggregate40mmnominalsize) and insideplasteringwithcementmortar1:3(1cement:3coarsesand)12 mmthick, finishedwithafloatingcoatofneatcementcompleteas per standard design
With common burnt clay F.P.S.(non modular) bricks of class designation 100A
Carriage of Materials
Difference in cost of Materials
Supplying at site Angle iron post & strut of requared size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm die. Etc.com.
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536
Supplying and fixing C.I. cover without frame for manholes :
Providing M.S. foot rests including fixing in manholes with 20 x 20 10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design :
With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.
Demolishing cement concrete including disposal of material within 50 metre lead:
Providingand layingnon-pressureNP2class (light duty)R.C.C. pipeswithcollarsjointedwithstiffmixtureofcementmortarinthe proportionof1:2(1cement:2finesand) includingtestingofjoints etc. complete :
Galvanised steeL barbed wire
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
2 X 6 sq. mm + 1 X 6 sq. mm earth wire
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
6 pin, 15/16 amps socket outlet
Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
50/63 amps, Single pole and neutral
BSBCCL
PIU-SAHARSA
DESCRIPTION
Earth work in excavation in foundtion trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks ,marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.
Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete.
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering , taxes , royalty as per building specification of E/I ,
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level:
Centering and shuttering including strutting, proping etc. and removal of form work for:
Brick work with Fly ash bricks as per IS 12894(2002) & IS 3495 in foundation and plinth in:
20mm cement plaster of mix:
Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade
Supplying of Moorum at site excluding Carriage of Materials with loading & unloading
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
BSBCCL
piu-purnea
DESCRIPTION
Earth work in excavation in foundation
Earth work in rough excavation ,
S/Filing Local sand in Foundation&Plinth
Providing designation 100 A one brick flat soling
P/L PCC In
Centering and shuttering for PCC work
Brick work with Fly Ash bricks
20mm CP 1:4 in external surfaces
Water proof cement paint
Supplying of Moorum at site
Laying spreading and compacting Moorum WBM specifications including spreading in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applying and brooming requisite type of screening watering and compacting to the required density.
BSBCCL
piu-purnea
DESCRIPTION
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).
Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per design requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminum Zinc Alloy coated steel having minimum yield strength 300- 550 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS: 875-1987, ISO 800-1984 and IS: 801- 1975. The wind load shall be as per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using commercially available software such as Frame CAD Pro-11.7/ STAAD PROV8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings. The slots will be along centre line of webs and shall be spaced minimum 250mm away from both ends of the member.
Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate antitheft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
Drilling 6mm Dia. In M.S. angle iron for fixing of staples etc. as per building specification and direction of E/l.
Labour for cutting of M.S. angle iron post to required length, one end splitted as fish tailed in a length of 150mm complete as per building specification and direction of E/l.
Galvanised steeL barbed wire
STEEL ANGLES
Providing and fixing bright finished brass hard drawn hooks and eyes :
Door lens
Kitchen Chimni
GI pipe as par IS/1239 ISI MARKED C Class (heavy)
Water Tank Auto Cut
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
BSBCCL
piu-purnea
Estimated Amount (Rs.)
BSBCCL
SAHRSA
PARTICULAR
Earth work in excavation over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m; disposed earth to be levelled and neatly dressed.
Disposal of building rubbish / malba / similar unserviceable, dismantledor wastematerials bymechanical means, including loading, transporting, unloading toapprovedmunicipal dumping groundorasapprovedbyEngineer-in-charge,beyond50minitial lead, for all leads including all lifts involved
Demolishingbrick tilecovering in terracing includingstackingof serviceablematerialanddisposalofunserviceablematerialwithin 50 m lead
Supplying and filling in plinth with loacl sand and under floors including, watering, ramming consolidating and dressing complete.
Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royality all complete as per building specification and direction of E/I
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).(at sunken slab) :
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering, finishing and reinforcement-All work upto plinth level
All work from plinth level upto floor V level.
Centring and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete.
Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.
TMTC-500- 8mm dia .
TMTC-500-10 mm dia.
TMTC-500-12 mm dia.
Brick work with fly ash bricks as per IS 12894(2002) & IS 3495 in foundations and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:4 (1 cement: 4 fine sand)
Neat Cement Punnig
Providing and placing in position 100 mm thick factory mademachine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
Providingand layingnon-pressureNP2class (light duty)R.C.C. pipeswithcollarsjointedwithstiffmixtureofcementmortarinthe proportionof1:2(1cement:2finesand) includingtestingofjoints etc complete
600 mm dia. R.C.C. pip
ConstructingmasonryChamber90x90x100cminside, inbrickwork incementmortar1:4(1cement :4coarsesand) forsluicevalve,with C.I.surfacebox100mmtopdiameter, 160mmbottomdiameterand 180mmdeep( inside)withchainedlidandRCCtopslab1:2:4mix(1 cement : 2coarsesand: 4gradedstoneaggregate20mmnominal size) , i/cnecessaryexcavation, foundationconcrete1:5:10(1cement : 5finesand: 10gradedstoneaggregate40mmnominalsize) and insideplasteringwithcementmortar1:3(1cement:3coarsesand)12 mmthick, finishedwithafloatingcoatofneatcementcompleteas per standard design
With common burnt clay F.P.S.(non modular) bricks of class designation 100A
Carriage of Materials
Difference in cost of Materials
Supplying at site Angle iron post & strut of requared size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm die. Etc.com.
Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536
Supplying and fixing C.I. cover without frame for manholes :
Providing M.S. foot rests including fixing in manholes with 20 x 20 10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) as per standard design :
With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shed.
Demolishing cement concrete including disposal of material within 50 metre lead:
Providingand layingnon-pressureNP2class (light duty)R.C.C. pipeswithcollarsjointedwithstiffmixtureofcementmortarinthe proportionof1:2(1cement:2finesand) includingtestingofjoints etc. complete :
Galvanised steeL barbed wire
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
2 X 6 sq. mm + 1 X 6 sq. mm earth wire
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
6 pin, 15/16 amps socket outlet
Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
50/63 amps, Single pole and neutral
BSBCCL
PIU-SAHARSA
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