Urban Administration And Development Tender

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Urban Administration And Development Tender

Works
Civil And Construction
Excavation
Eprocure
Opening Date10 Dec 2024
Closing Soon3 Feb 2025
Tender AmountRefer Documents 
Notes
Download

Costs

  • EMD

    ₹ 54,52,200
  • Document Cost

    ₹ 50,000
  • Tender Fee

    ₹ 1,180

Description

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Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories (including required for disposal and facility for reuse of treatet effluent) .

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Administrative Bulding cum Laboratory (G+1): Designing, providing and constructing administrative building, office cum Laboratory including stores. This shall be a building having appropriate carpet area and ground floor and at first floor complete as per specifications including necessary excavation, foundation in RCC M-20 framed structure brick masonary (11- class in C.M. 1:6) 20 mm cement plaster in C.M 1:3 inside and outside painiting, Aluminium door and window with glass pannels, mosaic tile flooring and skirting and all other allied items, fixtures fastening electrification arrangement, water supply arrangement,50 KL RCC OHT, Tubewell & Pump House and water distribution system for potable water supply etc complete. The building will have laboratory on upper floor of administrative building and should be so centralized that it should not be attached with any unit but should have complete control of every unit as per laboratory euipment, beautification, telephone and intercom arrangement and wireless system .The scope of work also includes providing all material, labour T&P etc. and construction of electrical sub station, D.G. Sets, substation building, meter room, panel rooms with DG sets, transformers and switch gears, Construction of transformer yard, Platform for D.G., shed over the generators, fully furnished administrative building having fully functional testing laboratory, PLC/SCADA Rooms, Power Generation building, Blower building, sludge handling system & other building required for technology proposed. OCEMS system at inlet & outlet of STP and master control station (MCS) at STP. Conference room suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler, all office rooms and conference room (Air Conditioned), office furniture, partition, electrification, fan, light etc. The scope also including ancillary works like R.C.C. approch road approximate 3.75 m width with 1.5 m wide inter locking shoulder each side , boundary wall of campus with gate, staff quarter type II (06 Nos), office cum resident for IMC official officers type IV (1 No.), internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways, water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture, drainage system in the STP campus, earth filling up-to the nearest road level or HFL whichever is higher, etc. and other works as defined in bid documents.

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Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix 1 of Schedule 2 (Design Build Services).

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Nalla Tapping Arrangement: Construction of 1 no. of I/D structures to trap Wastewater through 1 Nallah flowing into Chambal River and Survey, design, Excavation, filling, dewatering, coffer dam, diversion of waste water and construction of suitable size R.C.C (M-30) Nala tapping structure as per design at Nagda town with RCC M-30 training woks at upstream and downstream of tapping point upto suitable length and installation of required number Stainless Steel sluice gates to regulate the flow along with construction of inlet channe! and installation of stainlesss steel coarse screen, waste water receiving chamber cum sedimetation tank, conectivity with MPS through the RCC Sewer line (NP-3/4) with manhole and proper arrangement for operating platform and access from I&D to MPS.

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Nalla tapping works at drain -1(Juna Nagda)

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Main Sewage Pumping Station : Design and construction of main pumping station of 16 MLD (average flow) capacity including construction of Sump well 120KL (minimum depth -6.0 m), receiving chamber, screen chamber, Pump house, Panel room, DG/Transformer yard, Panel & PLC Room, internal road, site development works along with supply, installation and commissioning of suitable capacity non-clog submersible pumps (MOC- Casing- 2%NiCI, Impeller- Duplex SS, Shaft & Shaft sleeve- Duplex SS) capable of pumping 100 mm particle with necessary accesseries such as motors, panals, cabeling, valves, pipings etc, D.G. set of suitable capacity with necessary accessaries, one no. Electromagnetic Flowmeter cum totalizer, Automation of MPS, two nos Mechanical screens of half peak capacity each, one no. Manual screen of full peak capacity, two nos. Transformers and Substation, provision for supply and installation of 5T capacity chain pulley block with traveling trolley with 15 meter lift with girder etc with necessary tools and spares, provision for testing of each pump set, valves etc. at manufacturer works and at site, painting of all pumps piping and valves with two coat enamel paint, supply and installation of AMF panel with associated works, supply and installation of actuated sluice gates with associated works etc. including Installation, commissioning and testing of all E&M equipments complete to the satisfaction of engineer in charge. Civils component of the MPS shall be designed for 36 MLD (Peak flow) capacity. E&M component of the MPS shall be designed for 36 MLD (Peak. flow) capacity.

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Civil and Structural Works

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Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories including SCADA/Automation system

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Rising main from MPS to STP

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Design, supply and laying of following diameter DI K-7 pipe Pressure Pipes (S&S) with out side Zinc coating with finishing layer of Bitumen and have factory internal cement mortar lining in SRC cement for sewerage confirming to IS 8329:2000 (amended upto date) with push on type EPDM 'ISI marked' rubber gasket (including cost of rubber gasket) joining as per IS 5382 specifications with hydraulic field testing, commissioning as per specifications, providing, Erecting, Testing, Commissioning of C.I. double ball orifice type Air Valve, construction of air valve chamber as per type design including supply & fixing of 500 mm dia medium duty perforated C.I. cover, Providing, Erecting, Testing, Commissioning, of Scour/Drain Valve with construction of chambers including dismanteling & permanant restoration of road as per PWD/MoRTH norms, excavation by manually or mechanically in inordinary soil (earth, sand, loam, clay, soft rock & hard rock) including ramming dressing, leveling by manually or mechanically, refilling of trenches in 15cm layer watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 500 m from the centre of trenches/trenchless technology, construction of required necessary thrust blocks, complete to the satisfaction of engineer in charge.

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600 mm DI K-7 pipe

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Treated Effluent Pipeline:

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Design, supply and laying of following diameter DI K-7 pipe Pressure Pipes (S&S) with out side Zinc coating with finishing layer of Bitumen and have factory internal cement mortar lining in SRC cement for sewerage confirming to IS 8329:2000 (amended upto date) with push on type EPDM 'ISI marked' rubber gasket (including cost of rubber gasket) joining as per IS 5382 specifications with hydraulic field testing, commissioning as per specifications, providing, Erecting, Testing, Commissioning of C.I. double ball orifice type Air Valve, construction of air valve chamber as per type design including supply & fixing of 500 mm dia medium duty perforated C.I. cover, Providing, Erecting, Testing, Commissioning, of Scour/Drain Valve with construction of chambers including dismanteling & permanant restoration of road as per PWD/MoRTH norms, excavation by manually or mechanically in inordinary soil (earth, sand, loam, clay and soft rock & hard rock) including ramming dressing, leveling by manually or mechanically, refilling of trenches in 15cm layer watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 500 m from the centre of trenches/trenchless technology, construction of required necessary thrust blocks, complete to the satisfaction of engineer in charge.

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Chamber at Final Outfall Point

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Embankment protection work at Final fall point for 50 m (upstream & Downstream)

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500 mm DI K-7 pipe

300

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Re-use of Tretaed Water

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Re-use of Treated water for firefighting, gardening, institutional supply, and community purpose however any surplus water quantity shall be used for ground water recharging by discharging it in lake, river, or pond available in project area.

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C.Treated Water Pumps Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casing pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification. All respect. Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories including SCADA/Automation system

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40.40 lps, for 25m 17KW, (2 Pumps 1 working 1 standby)

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Construction of Treated Water Sump Well Having minimum Dentention time of 30 minutes and daily operation of 8 Hours. The Sump Well shall be constructed with a pump house over it for installation of all the operating machineries that are required for running of the Submersible pumps along with electrical panel, Gentry Crane, electrical wriring, trench, cable tray etc. boxes 150KL Sump Well R.C.C. Ground Service Reservoirs & Sumps Construction of hydrant of 5.0 meter height for filling the tankers, to supply treated waste water to the town for various non potable uses including pipe, fixures and connectivity with pump

150

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Laying of Rising Main for carrying treated wastewater

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Providing, laying and jointing following P.V.C. pipes having dia. of 110 mm with solvent cement joint for 6 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect. [ Confirm to IS 4985:2000 and IS 7634 (PT-3) for carrying treated wastewater upto the town. Commissioning of C.I. double ball orifice type Air Valve, construction of air valve chamber as per type design including supply & fixing of 500 mm dia medium duty perforated C.I. cover, Providing, Erecting, Testing, Commissioning, of Scour/Drain Valve with construction of chambers including dismanteling & permanant restoration of road as per PWD/MoRTH norms, excavation by manually or mechanically in inordinary soil (earth, sand, loam & clay) including ramming dressing, leveling by manually or mechanically, refilling of trenches in 15cm layer watering and ramming the same including removal of surplus earth or other dismantled material upto a distance of 500 m from the centre of trenches/trenchless technology, construction of required necessary thrust blocks, complete to the satisfaction of engineer in charge. Provision of sluice valve and valve chamber at outlet point at various locations

6000

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Operation and Maintenance for 15 Years

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STP (PART A) Operation and Maintenance Price for Treatment of threshold sewage including tertiary treatment, disposal of treated water & Re-sue system flow of 10.70 MLD at STP with all civil, electrical-mechanical and instrumentation works, effluent chanel, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years

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1st year

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2nd year

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3rd year

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4th year

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5th year

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6th year

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7th year

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8th year

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9th year

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10th year

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11th year

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12th year

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13th year

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14th year

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15th year

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PART B Additional Operation and Maintenance Price for Treatment of additional sewage including tertiary treatment, disposal of treated water & Re-sue system on excess of the threshold flow on per MLD basis at STP with all civil, electrical-mechanical and instrumentation works, effluent chanel / carrying system, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013

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1st year

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2nd year

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3rd year

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4th year

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5th year

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6th year

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7th year

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8th year

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9th year

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10th year

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11th year

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12th year

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13th year

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15th year

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Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+b x (x= indicative flow minus threshold sewage flow)

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1st year (x = 10.72-10.72=0)

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2nd year(x = 11.03-10.72=0.31)

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3rd year(x = 11.35-10.72=0.63)

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4th year(x = 11.68-10.72=0.96)

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5th year(x = 12.02-10.72=1.30)

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6th year(x = 12.37-10.72=1.65)

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7th year(x = 12.73-10.72=2.01)

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8th year(x = 13.09-10.72=2.37)

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9th year(x = 13.47-10.72=2.75)

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10th year(x = 13.87-10.72=3.15)

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11th year(x = 14.27-10.72=3.55)

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12th year(x = 14.68-10.72=3.96)

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13th year(x = 15.11-10.72=4.39)

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14th year(x = 15.55.-10.72=4.83)

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15th year(x = 16.00-10.72=5.28)

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Operation and Maintenance cost of MPS, tapping, interceptor sewer, effluent pipe line and rising main with all civil, electrical-mechanical and instrumentation works, appurtenant and other allied works for 15 years as specified in tender document and as per norms of CPHEEO manual on Sewerage and Sewage Treatment System-2013 (Bidder is required to quote the year wise O&M price for 15 years

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1st year

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2nd year

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3rd year

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4th year

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5th year

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6th year

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7th year

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8th year

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9th year

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10th year

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11th year

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12th year

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13th year

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14th year

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15th year

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Total O&M Price

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1st year

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2nd year

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3rd year

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4th year

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5th year

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6th year

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7th year

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8th year

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9th year

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10th year

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11th year

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12th year

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13th year

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14th year

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15th year

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NPV of total O&M

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1st year (NPV Factor-0.909)

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2nd year (NPV Factor-0.826)

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3rd year (NPV Factor-0.751)

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4th year (NPV Factor-0.683)

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5th year (NPV Factor-0.621)

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6th year (NPV Factor-0.564)

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7th year (NPV Factor-0.513)

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8th year (NPV Factor-0.467)

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9th year (NPV Factor-0.424)

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10th year (NPV Factor-0.386)

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11th year (NPV Factor-0.350)

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12th year (NPV Factor-0.319)

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13th year (NPV Factor-0.290)

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14th year (NPV Factor-0.263)

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15th year (NPV Factor-0.239)

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Electricity and fuel charges during O&M for 15 Years

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Guaranteed Energy Consumption for 16 MLD STP at Nagda town for the first month after successful trial run (Value should be entered in all cell of rows 14.02 to 14.05 (The permissible variation in GEC quoted for different BOD condition to be limited such that ratio of Max GEC to Min GEC must be maximum up to 1.5), after adjusting for energy generated through solar power plant if proposed to be installed)

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For flow upto 10.72 MLD and BOD ≤ 125 mg/L

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For flow upto 10.72 MLD and BOD 125 mg/L

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For flow 10.72 MLD and BOD ≤ 125 mg/L

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For flow 10.72 MLD and BOD 125 mg/L

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STP Average GEC

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A. GROSS GEC: Power Charges for 16 MLD STP at Nagda town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 8) (Not to be filled by the Bidder)

522680

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B. Credit from power generated through Solar Power Plant, if any proposed Please note that power quote (M145) will be in KWH/MLD but the credit will be taken actual generation per day and divided by the 16 MLD for calculation power credit per MLD (Ex. 800KW solar power plant proposaed by the bidder then power credit = 800/16 =50 KWH/MLD)

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C. Credit from proposed co-generation plant through biogas , if any proposed

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NET Power Charges (GEC) for 16 MLD STP (A - B - C)

522680

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Guaranteed Energy Consumption for 16 MLD MPS at Nagda town for the first month after successful trial run (Value must be entered for rows at S. No. 15.01 and 15.02 ) (The permissible variation in GEC quoted for different BOD condition to be limited such that ratio of Max GEC to Min GEC must be maximum up to 1.5)

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For flow upto 10.70 MLD

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For flow 10.70 MLD

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MPS Average GEC

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Power Charges for 16 MLD STP & MPS at Nagda town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 8) (Not to be filled by the Bidder)

522892

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Add GST (Excluding Sl.No. 13, 14, 15) 18 Percentage

18

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A. Land requirement (sqm) - 16 MLD STP at (Circle rate is Rs 1800.00 per sq.m.) (Bidder is required to quote the land requirement under column 5 of this row including land required for Solar Power Plant if proposed, subject to lavailable land i.e. 11700 sqm)

1800

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B. Land requirement (sqm) for Solar Power Plant if proposed, subject to lavailable land i.e. 11700 sq

1800

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Total Land requirement (sqm) for STP and Solar Power Plant (if proposed) [A + B], subject to available land i.e. 11700 sqm

1800

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Total in Figures (based on NPV of O&M Price and including Land Price)

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Total in Figures (based on actual O&M Price and excluding Land Price)

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