Military Engineer Services-MES has published Provision Of Sewage Treatment Plant At Nad , Sunabeda. Submission Date for this Tender is 12-02-2021. Sewage Treatment Plant Tenders in GE P N Visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: PROVISION OF SEWAGE TREATMENT PLANT AT NAD,SUNABEDA. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Design, supply, install, commissioning and testing of Sewage Treatment Plant [STP] at Sunabeda as the location shown on plan to treat domestic sewage from toilet,kitchen waste water based on principle of Soil Bio Technology [SBT] CAMUS-SBT [CSBT] having capacity 150 Cum per day including all civil works for the STP and as per the Technology Provider(s) / OEM recommendations and all as specified including MOU with technology provider M/s. Vision Earthcare Pvt. Ltd., CSRE Building, SINE, IIT Bombay, Powai, Mumbai – 400 076 [Phone: 022–25721317] to achieve the following parameters and other parameters as mentioned in the tender documents and as directed by Eng-in-charge.\n | 1 | Each Job | |
| 2 | 1.01 | Note: Bidders are free to enter MOU with any vender/OEM whose name is not mentioned in tender documents but approved by E-in-C's branch for providing STP based on Soil Bio Technology [SBT] Process summary : Raw sewage from existing UG piping line is collected at the septic tank.Raw sewage is dosed and pumped through screens into raw sewage tank (RST).Raw sewage in RST passes through and clear sewage from tube settler is pumped to BR 1. Treated water of BR 1 goes into CT 1 via gravity.Treated water from CT 1 is pumped over BR 2.The final treated water of TWT is discharged for reuse. Inlet Parameters of Sewage:\nBOD : 250 mg / Litre\nCOD : 500 mg / Litre\nTSS : < 200 mg / Litre\nOil & Grease : < 20 mg / Litre\nPH : 6.5 to 8.5\nColiform : 10 to the power of 5 to 6 / 100 ml\nPeak Factor : 2.5 | |||
| 3 | 1.02 | Treated Sewage Quality [Outlet Parameters]:\nBOD < 10 mg / Litre\nSOD < 10 mg / Litre COD < 50 mg / Litre\nTSS < 10 mg / Litre\nOil & Grease < 10 mg / Litre\nPH – 6 to 9\nColiform < 100 MPN / 100 ml\nResidual Chlorine > 1 mg / Litre | |||
| 4 | 1.03 | COMPONENTS OF STP PLANT: STP based on SBT technology shall have the following components/structures etc. The equipment for the STP shall be as per OEM Recommendations:\nPart – A:\n[i] Bar Screen Chamber / Coarse Screen Chamber \n[ii] Equalisation Tank / Raw Sewage Tank\n[iii] Collection Tank 1 \n[iv] Admin Building cum Control cum Operator Room\n[v] Bio Reactor 1 / Bio Reactor 2 \n[vi] Secondary Clarifier \n[vii] Treated Water Tank\n[viii] Treated Effluent Tank with necessary accessories\n[ix] Bio Reactor Media Bio Reactor Catalyst \n[x] Connection between last Manhole / Sump to Bar Screen Chamber\n[xi] Raw Sewage Pumps [one working + one standby]\n[xii] Dosing Pump\n[xiii] Hypo Dosing Pump\n[xiv] Sludge Transfer Pumps\n[xv] Treated Sewage Transfer\n[xvi] Disinfection\n | |||
| 5 | 1.04 | [xvii] One 2000 Litres PVC water tank on 3.00 metre brick staging with connection from clear water sump to supply clear / treated water to garden. PART – B:\n[i] Media [Brick Bats / Laterite Blocks / Hard Moorum / Equivalent] 80 - 150 mm, Powder Free\n[ii] Under Drain - Rubble / equivalent 60 -100 mm \n[iii] Additive - Grit 8 - 12 mm \n[iv] Jute Layer 50 - 100 GSM\n[v] Plantation along with Garden Soil\n[vi] Culture & Catalyst [proprietary Vision Earthcare Bombay]\n[vii] Technology Supervision\n[viii] Raw Sewage Pumps [one working + one standby]\n[ix] Clear Water Pumps [Two working + Two standby]\n[x] Disinfection by Dosing Pump. Make for pumps: Kirloskar/ABB/Crompton. | |||
| 6 | 1.05 | PART – C:\n[i] Electrical Work - 1 No Electrical Panel board made with 3 mm thick CRCA sheet,IP-65 double door,FRP coated supporting on angle iron frame and 100 Amps rated busbar with all accessories suitable capacities of MCCBs, MCBs, Ammeters, Voltmeters,staters,push buttons, control wiring,etc for operation of electrical units of Sewage Treatment Plant with 1 lot of Electrical cabling from STP Panel and various drives with suitable cables and earthing etc. as required and as directed.\n[ii] Necessary foundation, valves, instruments, electro mechanical pump and piping consists of manual bar screen,fabricated MOC:SS 304 of size 1mx1m of make VEC or equivalent,piping for inter connection garnets etc. as required technically as per OEM recommendations.\n[iii] Any other structure / Component / Pump / T & P etc. for smooth functioning of STP to achieve the outlet parameters. [iv] PVC flat submerisable copper cable 3 core 4 sqmm [v] Supply and installation of electro magnetic flow meter bore with MS construction with teflong lining,line pressure 20 Kg/sqm suitable for raw water application,0.5% accuracy,digital type with all accessories of make Kirloskar/ABB. [vi] Tube settler packing 11 sqm/cum | |||
| 7 | 2 | Design, supply, install, commissioning and testing of Sewage Treatment Plant [STP] at Sunabeda as the location shown on plan to treat domestic sewage from toilet,kitchen waste water based on principle of Soil Bio Technology [SBT] CAMUS-SBT [CSBT] having capacity 50 Cum per day including all civil works for the STP and as per the Technology Provider(s) / OEM recommendations and all as specified including MOU with technology provider M/s. Vision Earthcare Pvt. Ltd., CSRE Building, SINE, IIT Bombay, Powai, Mumbai – 400 076 [Phone: 022–25721317] to achieve the following parameters and other parameters as mentioned in the tender documents and as directed by Eng-in-charge. | 1 | Each Job | |
| 8 | 2.01 | Note: Bidders are free to enter MOU with any vender/OEM whose name is not mentioned in tender documents but approved by E-in-C's branch for providing STP based on Soil Bio Technology [SBT] Process summary : Raw sewage from existing UG piping line is collected at the septic tank.Raw sewage is dosed and pumped through screens into raw sewage tank (RST).Raw sewage in RST passes through and clear sewage from tube settler is pumped to BR 1. Treated water of BR 1 goes into CT 1 via gravity.Treated water from CT 1 is pumped over BR 2.The final treated water of TWT is discharged for reuse. Inlet Parameters of Sewage:\nBOD : 250 mg / Litre\nCOD : 500 mg / Litre\nTSS : < 200 mg / Litre\nOil & Grease : < 20 mg / Litre\nPH : 6.5 to 8.5\nColiform : 10 to the power of 5 to 6 / 100 ml\nPeak Factor : 2.5 | |||
| 9 | 2.02 | Treated Sewage Quality [Outlet Parameters]:\nBOD < 10 mg / Litre\nSOD < 10 mg / Litre COD < 50 mg / Litre\nTSS < 10 mg / Litre\nOil & Grease < 10 mg / Litre\nPH – 6 to 9\nColiform < 100 MPN / 100 ml\nResidual Chlorine > 1 mg / Litre | |||
| 10 | 2.03 | COMPONENTS OF STP PLANT: STP based on SBT technology shall have the following components/structures etc. The equipment for the STP shall be as per OEM Recommendations:\nPart – A:\n[i] Bar Screen Chamber / Coarse Screen Chamber \n[ii] Equalisation Tank / Raw Sewage Tank\n[iii] Collection Tank 1 \n[iv] Admin Building cum Control cum Operator Room\n[v] Bio Reactor 1 / Bio Reactor 2 \n[vi] Secondary Clarifier \n[vii] Treated Water Tank\n[viii] Treated Effluent Tank with necessary accessories\n[ix] Bio Reactor Media Bio Reactor Catalyst \n[x] Connection between last Manhole / Sump to Bar Screen Chamber\n[xi] Raw Sewage Pumps [one working + one standby]\n[xii] Dosing Pump\n[xiii] Hypo Dosing Pump\n[xiv] Sludge Transfer Pumps\n[xv] Treated Sewage Transfer\n[xvi] Disinfection\n | |||
| 11 | 2.04 | [xvii] One 2000 Litres PVC water tank on 3.00 metre brick staging with connection from clear water sump to supply clear / treated water to garden. PART – B:\n[i] Media [Brick Bats / Laterite Blocks / Hard Moorum / Equivalent] 80 - 150 mm, Powder Free\n[ii] Under Drain - Rubble / equivalent 60 -100 mm \n[iii] Additive - Grit 8 - 12 mm \n[iv] Jute Layer 50 - 100 GSM\n[v] Plantation along with Garden Soil\n[vi] Culture & Catalyst [proprietary Vision Earthcare Bombay]\n[vii] Technology Supervision\n[viii] Raw Sewage Pumps [one working + one standby]\n[ix] Clear Water Pumps [Two working + Two standby]\n[x] Disinfection by Dosing Pump Make for pumps: Kirloskar/ABB/Crompton. | |||
| 12 | 2.05 | PART – C:\n[i] Electrical Work - 1 No Electrical Panel board made with 3 mm thick CRCA sheet,IP-65 double door,FRP coated supporting on angle iron frame and 100 Amps rated busbar with all accessories suitable capacities of MCCBs, MCBs, Ammeters, Voltmeters,staters,push buttons, control wiring,etc for operation of electrical units of Sewage Treatment Plant with 1 lot of Electrical cabling from STP Panel and various drives with suitable cables and earthing etc. as required and as directed.\n[ii] Necessary foundation, valves, instruments, electro mechanical pump and piping consists of manual bar screen,fabricated MOC:SS 304 of size 1mx1m of make VEC or equivalent,piping for inter connection garnets etc. as required technically as per OEM recommendations.\n[iii] Any other structure / Component / Pump / T & P etc. for smooth functioning of STP to achieve the outlet parameters. [iv] PVC flat submerisable copper cable 3 core 4 sqmm [v] Supply and installation of electro magnetic flow meter bore with MS construction with teflong lining,line pressure 20 Kg/sqm suitable for raw water application,0.5% accuracy,digital type with all accessories of make Kirloskar/ABB. [vi] Tube settler packing 11 sqm/cum | |||
| 13 | 3 | Design, supply, install, commissioning and testing of Sewage Treatment Plant [STP] at Sunabeda as the location shown on plan to treat domestic sewage from toilet,kitchen waste water based on principle of Soil Bio Technology [SBT] CAMUS-SBT [CSBT] having capacity 30 Cum per day including all civil works for the STP and as per the Technology Provider(s) / OEM recommendations and all as specified including MOU with technology provider M/s. Vision Earthcare Pvt. Ltd., CSRE Building, SINE, IIT Bombay, Powai, Mumbai – 400 076 [Phone: 022–25721317] to achieve the following parameters and other parameters as mentioned in the tender documents and as directed by Eng-in-charge. | 1 | Each Job | |
| 14 | 3.01 | Note: Bidders are free to enter MOU with any vender/OEM whose name is not mentioned in tender documents but approved by E-in-C's branch for providing STP based on Soil Bio Technology [SBT] Process summary : Raw sewage from existing UG piping line is collected at the septic tank.Raw sewage is dosed and pumped through screens into raw sewage tank (RST).Raw sewage in RST passes through and clear sewage from tube settler is pumped to BR 1. Treated water of BR 1 goes into CT 1 via gravity.Treated water from CT 1 is pumped over BR 2.The final treated water of TWT is discharged for reuse. Inlet Parameters of Sewage:\nBOD : 250 mg / Litre\nCOD : 500 mg / Litre\nTSS : < 200 mg / Litre\nOil & Grease : < 20 mg / Litre\nPH : 6.5 to 8.5\nColiform : 10 to the power of 5 to 6 / 100 ml\nPeak Factor : 2.5 | |||
| 15 | 3.02 | Treated Sewage Quality [Outlet Parameters]:\nBOD < 10 mg / Litre\nSOD < 10 mg / Litre COD < 50 mg / Litre\nTSS < 10 mg / Litre\nOil & Grease < 10 mg / Litre\nPH – 6 to 9\nColiform < 100 MPN / 100 ml\nResidual Chlorine > 1 mg / Litre | |||
| 16 | 3.03 | COMPONENTS OF STP PLANT: STP based on SBT technology shall have the following components/structures etc. The equipment for the STP shall be as per OEM Recommendations:\nPart – A:\n[i] Bar Screen Chamber / Coarse Screen Chamber \n[ii] Equalisation Tank / Raw Sewage Tank\n[iii] Collection Tank 1 \n[iv] Admin Building cum Control cum Operator Room\n[v] Bio Reactor 1 / Bio Reactor 2 \n[vi] Secondary Clarifier \n[vii] Treated Water Tank\n[viii] Treated Effluent Tank with necessary accessories\n[ix] Bio Reactor Media Bio Reactor Catalyst \n[x] Connection between last Manhole / Sump to Bar Screen Chamber\n[xi] Raw Sewage Pumps [one working + one standby]\n[xii] Dosing Pump\n[xiii] Hypo Dosing Pump\n[xiv] Sludge Transfer Pumps\n[xv] Treated Sewage Transfer\n[xvi] Disinfection\n | |||
| 17 | 3.04 | [xvii] One 2000 Litres PVC water tank on 3.00 metre brick staging with connection from clear water sump to supply clear / treated water to garden. PART – B:\n[i] Media [Brick Bats / Laterite Blocks / Hard Moorum / Equivalent] 80 - 150 mm, Powder Free\n[ii] Under Drain - Rubble / equivalent 60 -100 mm \n[iii] Additive - Grit 8 - 12 mm \n[iv] Jute Layer 50 - 100 GSM\n[v] Plantation along with Garden Soil\n[vi] Culture & Catalyst [proprietary Vision Earthcare Bombay]\n[vii] Technology Supervision\n[viii] Raw Sewage Pumps [one working + one standby]\n[ix] Clear Water Pumps [Two working + Two standby]\n[x] Disinfection by Dosing Pump Make for pumps: Kirloskar/ABB/Crompton | |||
| 18 | 3.05 | PART – C:\n[i] Electrical Work - 1 No Electrical Panel board made with 3 mm thick CRCA sheet,IP-65 double door,FRP coated supporting on angle iron frame and 100 Amps rated busbar with all accessories suitable capacities of MCCBs, MCBs, Ammeters, Voltmeters,staters,push buttons, control wiring,etc for operation of electrical units of Sewage Treatment Plant with 1 lot of Electrical cabling from STP Panel and various drives with suitable cables and earthing etc. as required and as directed.\n[ii] Necessary foundation, valves, instruments, electro mechanical pump and piping consists of manual bar screen,fabricated MOC:SS 304 of size 1mx1m of make VEC or equivalent,piping for inter connection garnets etc. as required technically as per OEM recommendations.\n[iii] Any other structure / Component / Pump / T & P etc. for smooth functioning of STP to achieve the outlet parameters. [iv] PVC flat submerisable copper cable 3 core 4 sqmm [v] Supply and installation of electro magnetic flow meter bore with MS construction with teflong lining,line pressure 20 Kg/sqm suitable for raw water application,0.5% accuracy,digital type with all accessories of make Kirloskar/ABB. [vi] Tube settler packing 11 sqm/cum | |||
| 19 | 3.06 | Notes for Item No.1 to 3.05: \n[i] Since the design of STP shall be as per OEM, please note that unit rate quoted for Sewage Treatment Plant shall be deemed to be inclusive of full and final completion of work as per BoQ, Particular Specifications and specifications as per OEM recommendations read in conjunction with each other. Any item not covered in the scope but essential for smooth functioning of STP shall be provided as per OEM/Technology providers. The quoted rate is inclusive for the same. No additional claim whatsoever in this regard shall be entertained.\n[ii] Structural drawings of all RCC structures required to be constructed in the subject work shall be submitted duly vetted by IIT / NIT / Government Engineering College within one month of acceptance of tender. Reinforcement shall be High Strength Corrosion Resistant Deformed TMT Steel bars of Grade Fe-500D. All RCC works shall be in M-30 [Design Mix] Concrete.\n[iii] The complete scheme of STP shall be vetted by OEM / technology provider for its 150/50/30 Cum per day sewage hold by capacity and use of SBT technology. | |||
| 20 | 3.07 | [iv] The unit rate quoted for Item Nos 1 to 3 shall be deemed to be included for comprehensive maintenance of 03 years from certified date of completion of Phase-I during defect laibility period which includes all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant. | |||
| 21 | 4 | S&F UPVC pipes of size 50 mm dia,Sch 80, including all fitings such as bends, tees, short pieces, connectors, elbows, reducers, union, sockets,end caps etc and laid in trenches or laid on floors including testing complete all as specified and directed. | 350 | Rm | |
| 22 | 5 | All as per Item No.4 above but of size 40 mm dia complete all as specified and directed. | 160 | Rm | |
| 23 | 6 | All as per Item No.4 above but of size 25 mm dia complete all as specified and directed. | 150 | Rm | |
| 24 | 7 | S&F UPVC valve of size 50 mm dia complete all as specified and directed. | 20 | Each | |
| 25 | 8 | S&F UPVC valve of size 40 mm dia complete all as specified and directed. | 40 | Each | |
| 26 | 9 | S&F UPVC valve of size 25 mm dia complete all as specified and directed. | 50 | Each | |
| 27 | 10 | S&F Brass Non-return valve of size 50 mm dia complete all as specified and directed. | 24 | Each | |
| 28 | 11 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 202.5 | Sqm | |
| 29 | 12 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation,laying cables, etc. not exceeding 10 sqm on plan and getting out soft/loose soil complete all as specified. | 27 | Cum | |
| 30 | 13 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation,laying cables, etc. not exceeding 10 sqm on plan and getting out hard/dense soil complete all as specified. | 651.3 | Cum | |
| 31 | 14 | All as per Item No.13 above,but exceeding 1.5 m depty and not exceeding 3.0 m in depth and getting out hard/dense soil complete all as specified. | 30.12 | Cum | |
| 32 | 15 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified. | 485.9 | Cum | |
| 33 | 16 | Removing excavated material to a distance not exc 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. | 84 | Cum | |
| 34 | 17 | Removing excavated material to a distance exc 200 m but not exc 250 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified. | 138.5 | Cum | |
| 35 | 18 | M & L PCC (1:3:6) type C2(using 40mm graded stone aggregate) as in foundation filling in mass concrete complete all as specified. | 14.6 | Cum | |
| 36 | 19 | M & L PCC (1:2:4) type B1(using 20mm graded stone aggregate) as in coping including necessary formwork complete all as specified. | 3.5 | Cum | |
| 37 | 20 | M & L PCC (1:1.5:3) type B1(using 20mm graded stone aggregate) as in lintels up to 1.50 m span,cills,steps,coping of poles, railings up to 60 cm height and similar works including necessary formwork, weathering,slightly rounded or chamfered angles and throating,etc complete all as specified and directed. | 2.5 | Cum | |
| 38 | 21 | M&L for Precast RCC (1:2:4) (using 20 mm graded stone aggregate) as in cover slabs for manholes and set in CM 1:4 including necessary form work complete all as specified. | 4.1 | Cum | |
| 39 | 22 | S&F Mild steel TMT bars,10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified. | 243.6 | Kg | |
| 40 | 23 | S&F Mild steel round bars,10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips confirming to Fe-410-W Gde E-250 quality A or Fe-290 GdeE-165 complete all as specified. | 63 | Kg | |
| 41 | 24 | M & L for brick work with fly ash modular bricks straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified. | 40.34 | Cum | |
| 42 | 25 | M & L for walling of random rubble uncoursed well bonded bedded and solidly hearted, built in cement mortar (1:6) complete all as specified. | 14.04 | Cum | |
| 43 | 26 | M & L rendering 15mm thick in CM 1:3 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement complete all as specified. | 145.2 | Sqm | |
| 44 | 27 | M & L rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth with out using extra cement complete all as specified. | 86.1 | Sqm | |
| 45 | 28 | M&L Flush pointing to random rubble masonry, uncoursed or poygonal rubble uncoursed or brought up to courses with CM (1:3) complete all as specified. | 15.6 | 10 Sqm | |
| 46 | 29 | Supply only approved integral water proofing compound complete all as specified. | 50.2 | Kg | |
| 47 | 30 | S&F Framed work such as grills, gratings, etc. with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-290, Gde E-165 complete all as specified. | 50 | Kg | |
| 48 | 31 | S & F MS plain black sheet of 1.60 mm thick covering to door shutters,etc cut to size edges beaded,holes punched including screws,nails or rivets and fixed to members including bending,turnong,etc complete all as directed. | 5 | Sqm | |
| 49 | 32 | M&L for preparation of new steel surfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified. | 10 | Sqm | |
| 50 | 33 | M&L for PCC (1:3:6) type C2 (using 40 mm graded granite stone aggregate) as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm dia bore complete all as specified. | 485 | Rm | |
| 51 | 34 | M&L for 200 mm dia salt glazed stone ware drain pipes, class A, laid in trenches with bends and jointed complete all as specified. | 455 | Rm | |
| 52 | 35 | S&F 200 mm dia RCC pipes,class NP2,with collars,laid and jointed complete all as specified. | 165.5 | Rm | |
| 53 | 36 | Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel(1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished, reforming benching as required internal dia of pipe 200 mm complete all as directed. | 10 | Job | |
| 54 | 37 | S&F Galvanised Iron pipe 25 mm bore (medium grade) including fittings laid in trenches, complete all as specified. | 200 | Rm | |
| 55 | 38 | S&F Gun Metal Globe or Gate Valve of size 25 mm dia, ISI Marked with iron wheel head, screwed both ends for iron pipe, complete all as specified and directed. | 3 | Each | |
| 56 | 39 | M&L natural dry river sand as cushioning for the cable,laid in trenches,including spreading and punning down complete all as specified. Note : Only punned thickness shall be measured for the purpose of paymnet. | 60.75 | Cum | |
| 57 | 40 | M&L for un-reinforced precast concrete cable cover, Class LV, Type I, flat, size 250mm x 150mm x 40mm complete all as specified. | 5000 | Each | |
| 58 | 41 | Supply, laying and testing LT UG XLPE cable,FRLS Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 3½ core 50 sq mm complete all as specified and directed. | 400 | Rm | |
| 59 | 42 | Supply, laying and testing LT UG XLPE cable,FRLS Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 4 core 25 sq mm complete all as specified and directed. | 100 | Rm | |
| 60 | 43 | Supply, laying and testing LT UG XLPE cable,FRLS Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 4 core 16 sq mm complete all as specified and directed. | 100 | Rm | |
| 61 | 44 | Supply, laying and testing LT UG XLPE cable,FRLS Insulated ,screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 2 core 10 sq mm complete all as specified and directed. | 300 | Rm | |
| 62 | 45 | M & L for steel tubular swaged poles complete with cast with iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0 meters long), pole coated with 2 coats of aluminium paint over a coat of primer paint complete all as specified. Note: earth work excavation,PCC coping shall be measured and paid separately. | 12 | Each | |
| 63 | 46 | S&F PVC sheathed multistranded copper cable,FRLS of size 2 core 1.0 sqmm flat type,1100 V grade with necessary clamps/ saddles,etc complete all as specified and directed. | 120 | Rm | |
| 64 | 47 | S&F Integral LED street light Luminaire 60 Watts, comprising of Pressure die cast aluminium housing heat resistant toughened glass cover with frame, IP-66 protection, better optics for uniform distribution with PVC insulated three core flexible cable of suitable size and length duly connected to light fitting complete including installation and testing and 50000 hours warranty from date of completion of entire work complete all as specified and directed. Make:- Crompton cat part No.LSTP-60-CDL or equivalent of Model in Philips/ Bajaj/ Havells as approved by GE. | 12 | Each | |
| 65 | 48 | S&F HOT mouled (FRP) junction box of size 250 x 250 x 105 mm with connector block,4 way and locking arrangement with IP 65 protection with 6 Amps MCB SP suitable stainless steel cable entry gland of standard size with 2 Nos suitable stainless steel bracket to fix the pole and provision for earth contunity conductor complete all as directed. | 12 | Each | |
| 66 | 49 | M&L 1.50 meter long GI Pipe 40 mm bore ( medium grade) bent to shape 115 degree off set shape fixed with 2 Nos suitable MS clamps of size 40x6 mm FI duly painted and necessary bolts,nuts,etc complete all as directed. | 12 | Each | |
| 67 | 50 | Supply, installation, testing and commissioning of silent Diesel Engine Generating set with accoustic enclosure as per CPCB norms 415 volts 10 KVA 3 phase 0.8 power factor 50 Hz, 1500 RPM self excited self regulated brushless AC generator with AMF panel of suitable rating, including accoustic enclosure suitable for NTP conditions and conforming to Engine as per IS: 10001/10002,ISO-3046,BS-5514 and Alternator as per IS:13364, BS EN 60034-1 with the following accessories including necessary suitable size of PCC foundation,GI pipe for laying of cable,etc all as per manufacturers instructions,complete all as specified and directed by Eng-in-charge. \nMake: Kirloskar/ Cummins/Ashok Leyland/ Jyoti/ Crompton | 2 | Each Job | |
| 68 | 50.01 | Note : \n(i) The capacity of Generator set shall be net after all due de-rating factors as per relevent IS design and site condition.\n(ii) Rate quoted shall be deemed to be inclusive of cable and terminations from Generator to the AMF Panel, with necessary fixing arrangements all as specified and directed.\n(iii) The quoted rate shall be deemed to be inclusive of first fill of oil and final successful acceptance test.\n(A) Alternator : Standard design alternator rated at 10 KVA net output a site after considering de-rating as pe site conditions at 0.8 (lag) power factor AC, 3 Phase-4 wire 415 volts 50 Hz, 1500 RPM, self excited self regulated screen protected drip proof IP 23 enclosure brushless design with winding in pole faces, insulating class `H' and voltage regulation of +/- 1% at rated voltage from no load to full load. The alternator shall be conforming to BS 2613/5000 and shall be imposition to generate supply with frequency regulation with in (+) or (-) 1% tolerance. The alternator will be suitable for tropical climate and shall generally conform to BS 2613/5000/IS 4722. \nMake :Kirloskar /Crompton Greaves/Stamford\n | |||
| 69 | 50.02 | (i) Insulation class & Temparature rise class-H \n(ii) Excitation : self excited\n(iii) Regulation performance : The voltage is kept constant with +/- 1% manual voltage adjustment with in +/-5% (B) Diesel Engine : Adequate capacity of Disesel engine as accepted by the accepting officer based on manufacturers technical details liquid cooled to drive independently above alternator and after considering de-rating as per site conditions after generating and reducing power consumed by accessories directly coupled through flexible coupling multi cylinder multi stroke direct injection, cold starting 1500 RPM, as per relevant / ISI/BS 5514 with an overload capacity of 10% for half an hour in 12 hours continous running complete with standard accessories all as specified and required for safe handling and operation salient features of accessories shall be as under :-\n(i) Fly wheel with housing\n(ii) cooling system : Moulded radiator with fan & belts. \n(iii) Cooling water pump : centrifugal type belt driven \n | |||
| 70 | 50.03 | (iv) Exhaust system : Exhaust system complete with exhaust piping of suitable dia with MS pipe light grade upto & outside and 1 meter away from the enclosure covered with asbestos rope and aluminium foil of 28 SWG complete with in the enclosure for sale exhaust without transforming vibration to the wall of the enclosure. Exhaust gas turbo charge type Exhaust manifold Silencer : Residual type \nMake of Diesel Engine : Kirloskar /Cummins/Ashok Leyland (v) Fuel system : Fuel injection system with fuel injectors, fuel injection solenoid switch controlled by electronic governor for 1 % speed / frequency regulations, fuel filters, fuel hoses.\n(vi) Lub oil system :- \n(a) Lubricating oil filter, (b) Lubricating oil pump\n(vii) Air Intake system :- (a) Air cleaner dry type,\n(viii) Governor : Electronic Governor\n(ix) Starting system : Electric self starter with maintenance free battery including battery charging alternator.\n | |||
| 71 | 50.04 | (x) Batteries : Batteries of maintenance free of capacity as recommended by the manufacturer complete with copper conductor multi stranded leads of suitable length from self starter to the battery terminals complete with initial charge and initial fill of electrolyte all as specified and starter gear ring start and stop push button, Ignition key switch Handing and operation : Sailent features of accessories shall be as under : \n(aa) Radiator with Blower fan \n(ab) Corrosion inhibitor coolant \n(ac) Paper element filters for fuel, lub oil and by pass \n(ad) Electronic governor controlled direct fuel injection system (ae) Fly wheel housing and fly wheel\n(xi) Generator Monitoring Panel : Comprising of all standard item as mentioned under this schedule / asper standard practice ignition key switch and start/ stop arrangement, indications for Engine parameters hour run meter, RPM meter, Engine oil pressure indicator, water/coolant temparature indicator, battary volt display.\n(xii) Safety controls : Engine low lube oil pressure high water temparature and over speeding of engine (xiii) Coupling arrangement : Flexible coupling, fly wheel to suit flexible coupling \n | |||
| 72 | 50.05 | (xiv) Accessories : AVM pads built or separtely mounted to manufacturer base frames.\n(xv) Base frame : Made out of ISMC 250 of sturdy design made of MS channel or as recommended by manufacturer.\n(xvi) Fuel Tank : Additional fuel tank of capacity to suitable daily service and made with 3 mm thick(10G) HR sheet top & bottom with calibrated level indicating arrangement,stopcock,drainplug,fuel pump,etc up to the the DG set.\n(C) AMF panel : Factory made indoor type control cubical made out of 2mm thick CRCA sheet dust and vermin proof totally enclosed with front and rear opening of 415 volts 3 phase 4 wire A C 50 Hz, including powder coated, aluminum bus bar of one and half times the rated load of 10 KVA alternator complete with internal wiring with PVC insulated single core copper conductor multi stranded wire of 1100 volts grade of suitable capacity, fuses name plates consisting of 4 pole MCCBs and contactors and relays of capacity as recommended by the manufacturer, detachable cable gland plates all controls, indicators and | |||
| 73 | 50.06 | Micro processor base LED/LCD display for indication voltage, current, frequency, speed, KW, KWH, PF, temperature,battery voltage,etc with the following:-\n(i) indicator lamps - 3 Nos, \n(ii) Fuse set - 3 Nos \n(iii) Annuciation with indication lamps for :- \n(a) Low lub oil pressure \n(b) High water Temparature \n(c) Engine over speed \n(iv) Battery low voltage Controls :- \n(a) Load on Indication \n(b) Load off indication \n(c) Engine start push button \n(d) Engine stop push button (v) Fault accept/Reset push button\n(vi) Battary Charger : \n(a) Transformer (b) Rectifier \n(c) Resistance (d) DC Volt meter \n(e) Charger rate selector switch\n(D) Accoustic Enclosure : Manufactured by OEM suitable for 10 KVA DG Set\n(i) NAL approved as per CPCB\n(ii) It should be as per latest rules and regulations of Ministry of Environment and Forest and pollution control board | |||
| 74 | 50.07 | (iii) The generating set battaries and control panel should be inside the enclosure\n(iv) Fuel tank should be in side the enclosure\n(v) construction details/specification are as follows:\n(vi) Outer Body : CRCA sheet of 1.6mm thick\n(vii) Doors CRCA sheet of 1.6mm thick\n(viii) Sound insulation : As per OEM Norms.\n(ix) The accoustic should be composite in construction and fully assembled integral unit\n(x) The batteries should be placed inside the enclosure beside the DG set on a suitable insulated plat form\n(xi) The cost of the fuel pipe lines is deemed to be included in the quoted rate.\n(xii) The DG Set should be provided with external Emergency stop push button\n(xiii) The enclosure should be suitably illluminated by CFL/FTL/LED lamp fittings\n(xiv) The noise level should be 75 dB at 1m under free field conditions (xv) The acoustic enclosure parts shall be of powder coated after pre treatment process\n | |||
| 75 | 50.08 | (xvi)The powder coating shade should be Gen set green. The base frame should be painted with epoxy based black shade\n(xvii) Rubber matting of LV grade 19 mm thick of suitable size,chequered type,ISI marked shall be laid in front of control panel. (E) Testing : The DG set shall be tested for a period not less than 24 hours continuously out of which at least one hour each on No Load and 25% load,04 hours each on 50% and 75 % of rated full load, 12 hours on rated full load and 02 hours on 10% in exceess of rated full load. Necessary load shall be given on connected load.If the required full load for testing purpose is not available at the site,artificial load has to be arranged by the contractor for the testing. All instruments, consumable stores like engine oil, grease required for carrying out the tests including manpower shall be provided by the contractor. Contractor shall arrange DHPP for testing of DG set . Unit rate quoted shall deemed to include cost of the same. | |||
| 76 | 51 | All as per Item No.50 to 50.08 above but DG set capacity 5 KVA | 1 | Each Job | |
| 77 | 52 | M&L Earthing complete with galvanised steel earth plate electrode 600×600× 6mm thick, buried directly and preferably vertically in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less'than 1.5 metres below normal ground level, connected to galvanised iron strip 32x6mm (up to 7.5 m in length from earth plate ) by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 5 connected to earthing test point including earth work and excavtion in any type of soil, PCC 1:3:6 type C1 chamber and RCC 1:2:4 type B1 cover 40 mm thick, with 8mm dia steel deformed (TMT bars) reinforcement at 150mm c/c both ways, 20mm dia GI light grade pipe for earth lead protection, 20 mm dia GI medium grade pipe for watering, water funnel, testing point etc complete all as specified and directed by Eng-in-charge and testing on completion. | 9 | Each Job | |
| 78 | 53 | Phase-II Outsourcing of services for operation and maintenance of Sewage Treatment Plants 3 Nos of capacities of 150 Cu.m / day,50 Cum/day & 30 Cum/day installed at Sunabeda as provided under this contract as per Serial Item Nos. 1 to 3 of the BoQ, during First Year after successful Completion of work under Phase – I complete by providing services of Three Nos Skilled Technician / Operator [ITI Qualified] and Three Nos Helpers with 3 years relevant experience and trained in Operation and Maintenance of Sewage Treatment Plant in One Shift of 08 Hours per day including Sundays and Holidays including maintaining conveyance and communication system like mobile phone etc. and minor consumables and expandable items, tools for smooth and efficient operation of Sewage Treatment Plant to the entire satisfaction of users / department complete all as specified and as directed.\n\n | 12 | Job per Month\n | |
| 79 | 53.01 | Note: \n[a] To take care of housekeeping, environmental cleanliness of Area up to 20m all around installation shall be kept absolutely neat and clean and free from vegetation.\n[b] To maintain all installations provided under this contract as per IE Rules / Standard Engineering Practice and maintenance of Installation Log Books and Maintenance Register.\n[c] The staff employed shall be having proper uniform as approved by GE. | |||
| 80 | 54 | All as per Serial Item No. 53 to 53.01 but Second Year after successful completion of work under Phase – I complete all as specified and as directed. | 12 | Job per Month\n | |
| 81 | 55 | All as per Serial Item No. 53 to 53.01 but Third Year after successful completion of work under Phase – I complete all as specified and as directed. | 12 | Job per Month\n | |
| 82 | 56 | All as per Serial Item No. 53 to 53.01 but Fourth Year after successful completion of work under Phase – I complete all as specified and as directed. | 12 | Job per Month\n | |
| 83 | 57 | All as per Serial Item No. 53 to 53.01 but Fifth Year after successful completion of work under Phase – I complete all as specified and as directed. | 12 | Job per Month\n | |
| 84 | 58 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 150 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 1 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fourth Year after successful completion of three years comprehensive maintenance during defect laibilty period complete all as specified and as directed. | 12 | Job per Month\n | |
| 85 | 59 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 150 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 1 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fifth Year after successful completion of fourth year comprehensive maintenance complete all as specified and as directed. | 12 | Job per Month\n | |
| 86 | 60 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 50 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 2 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fourth Year after successful completion of three years comprehensive maintenance during defect laibilty period complete all as specified and as directed. | 12 | Job per Month\n | |
| 87 | 61 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 50 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 2 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fifth Year after successful completion of fourth year comprehensive maintenance complete all as specified and as directed. | 12 | Job per Month\n | |
| 88 | 62 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 30 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 3 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fourth Year after successful completion of three years comprehensive maintenance during defect laibilty period complete all as specified and as directed. | 12 | Job per Month\n | |
| 89 | 63 | Comprehensive Maintenance of Sewage Treatment Plant of capacity 30 Cu.m / day installed at Sunabeda as provided under this contract as per Serial Item No. 3 of the BoQ including all consumable materials / chemicals [Chemical such as Sodium Hypo Chlorite and any other chemical as required, Oil and Grease required for operation of the Plant] during fifth Year after successful completion of fourth year comprehensive maintenance complete all as specified and as directed. | 12 | Job per Month\n | |
| 90 | 63.01 | Notes for Serial Item No. 58 to 63: The quoted rates shall be deemed to include the following operation:\n[a] Preventive and breakdown maintenance of all the equipment by regular oiling, greasing changing of gland packing, replacement of nuts and bolts etc. during the period of work order. \n[b] To take care of housekeeping, environmental cleanliness of Area all around up to 20.00m all-round the STP and the area shall be kept absolutely neat and clean. \n[c] To provide chemicals such as Sodium Hypo Chlorite and any other chemical required, oil and grease required for operation of the plant. \n[d] To maintain the installations provided under this contract as per IE Rules / Standard Engineering Practice. | |||
| 91 | 63.02 | [e]The Sludge generated by the Sewage Treatment Plant shall be disposed by the contractor as per manufacture's instructions, OEM directives and as per instructions of the Engineer-in-Charge.\n[f] Spare parts if any, required for Operation / Maintenance of Sewage Treatment Plant during the currency of defect liability period shall not be included in the rate of this item. The cost of spare parts to be replaced for operation maintenance of Sewage Treatment Plant shall be borne by the contractor as per conditions of the contract. \n[g] Periodical maintenance shall be carried out by the authorised representative of the original equipment manufacture [OEM] of the Sewage Treatment Plant. \n[h] The Contractor shall be responsible for safe custody of the lab instruments glass work. Shortage, breakage etc. and the cost shall be borne by them during Operation and maintenance. |
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