KMDA/WS/GAP/ SE(GAP)/NIT-02/24- 25

Amount

PART - A

Construction of new 5.00 MLD Sewage Treatment Plant : Design ( including survey and soil exploration drawing and vetting from a reputed Govt. Institution), Development, Supply of equipment, erection of equipment, civil, electro mechanical and instrumentation works, testing, commissioning & trial run of 05 MLD STP at Murshidabad town, near Kathgola Bagan, Ward No. - 15 on open technology , provision for handling co-treatment of septage/faecal sludge (11.00 KLD) capacity. STP shall comprise of : Primary Treatment Unit - stilling chamber/collection tank, fine screen, grit removal; Secondary Treatment Unit - Anaerobic/ Anoxic/ Aeration tank / Clarifier, Disinfection unit, Sludge Handling Unit: Sludge sump, Sludge Pump house, Centrifuge/ filter press/belt press/screw press for dewatering etc. Provision for filtration unit in the tertiary treatment if required to meet the desired outlet parameters. Provision of covered Sludge Storage Yard for 7 days storage of dewatered sludge. The scope of work also includes providing all material, labour T&P etc. and construction of meter room, electrical sub station, transformer yard, Platform for D.G., shed over the generators, ,Staff quarters (double storey) [Each floor must have at least minimum Unit area(main)-490 sq.ft,balcony-15.50 sq.ft,with provision of 02 nos of rooms with attached toilet including a dinning room and a kitchen ) , security room, panel rooms , fully furnished administrative building having fully functional testing laboratory (lab size not less than 50 sqm) with required furniture/testing equipment etc, PLC/SCADA Rooms, Power Generation building(if required), Blower building, chlorinator/ tonner room, sludge handling building & other building if required for technology proposed. OCEMS system should be installed at outlet of STP only and master control station (MCS) at STP, provision of adequate CCTV camera arrangement along with Static IP Address for monitoring and provision of water reuse facility. In the inlet there shall be Flowmeter for measuring quantity of inflow. Conference room (not less than 55 sqm) suitable for 15 people, 4 rooms with a attached toilet for supervisory staff and a toilet block, drinking water cooler. All office rooms i,e Conference room, PLC room,SCADA room,control room should be Air-Conditioned. The scope also includes Ancillary works like. internal road black top in 3.75 m width with adequate shoulder each side to various units of STP, Boundary wall with gate, installation of various display boards, landscaping, adequate lighting arrangements, provision for reuse of treated water along with pumping arrangement (100% standby) to fill the tank across drain to reach the STP site if required. and also including the provision for Fire fighting arrangement, site development ,protection & shifting of utility,if required . The scope of work also incudes Construction of toilet block including sanitary & plumbing work (m) construction of bore well etc. as per approved vetted design and drawing. [Note : Provision for the construction of approach roads and culvert capable of withstanding heavy vehicle movement etc. across drain to reach the STP site has to be done if required.]

Civil Works

E/M Works -

Civil Works

E/M Works

Civil Works

E/M Works -

Civil Works

E/M Works -

Civil Works

E/M Works

Construction of Interception & diversion (I&D) structure for tapptng drains/outfalls: Survey, design, drawing and construction / setting up 12 nos Interception & Diversion Structural arrangement work i.e draw shutter, bar screen,silt cleaning chamber etc, including construction/Repairing of drainage Channel as per requirement at outfall/drain points in different location & diamension including necessary allied works: [N.B: The position will be finalized by EIC.]

I&D Structure at drain-1

I&D Structure at drain-2

I&D Structure at drain-3

I&D Structure at drain-4

I&D Structure at drain-5

I&D Structure at drain-6

I&D Structure at drain-7

I&D Structure at drain-8

I&D Structure at drain-9

I&D Structure at drain-10

I&D Structure at drain-11

I&D Structure at drain-12

Laying of Intercepting Sewers alongwith interconnection between the I&D structure and Manhole: Supplying & Laying of sewer line of Double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8(conforming to I. S. 16098 (Part 2) :2013) (Spigot and Socket ended pipe at site including bedding with silver sand (conforming to relevant I.S. and CPHEEO Specification) jointing with rubber gasket, barricading, lighting arrangement, cutting of any type of road by mechanical/manual means and , traffic diversion arrangement, necessary earth work in excavation in trenches and Trial pits for sewer lines and other structures etc. in all sorts of soil or loose material including rubbish, removing the spoils / surplus earth, and debris to a destination decided by Owner upto their jurisdiction to be arranged by bidder (No extra lead will be payable), hire and labour charges for shoring with close timbering/ sheet piling/MS joists acting as soldier beams with MS plate including MS joist water beams as per approved design and drawing and retention of shoring where ever necessary ,bailing out water, dewatering from the excavated portion; hydraulic testing, making connection to old or new manholes/House Pit Connection (including dismantling and making good the manhole wall/House Pit Connection wall), filling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, temporary road restoration all complete with a minimum top cushion 1.20 Mtr. and slope as per design requirement to maintain self-clearance velocity as per approved and vetted design & drawings, and as per direction of the Engineer – in – Charge.The work shall also include including testing, commissioning , trial and run required for the satisfacory completion of the work [N.B- The concessinarie shall be liable to do resoration or renoivation works of the surrounding structure /buildings at his own cost that may be damaged while exectuing this item of work from his end]

200 mm. dia..

Depth of invert upto 1500 mm. from G.L

300 mm. dia.

Depth of invert upto 1500 mm. from G.L

Construction of Manhole: Survey( including trial pit excvation),Design &Construction of Brick masonry Rectangular cast-in-situ manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1) with chamber of size 900mm x 900mmor equivalent area (inside measurement) including supplying and fixing of polypropylene coated foot-rests / cast iron make foot-rest, shuttering, staging, reinforcement, bailing out/ dewatering (by pumps or other means) of water , supply, fitting and fixing with Steel Fibre Reinforced Concrete(SFRC) / Plastic Fibre Reinforced Concrete(PFRC) /Polypropylene Fibre Reinforced Concrete(PPFRC) 35 MT Manhole cover (conforming to latest version of IS 12592)of clear opening600 mm. with matching frame of grade HD-20/EHD-35 as per site requirement& packing around with PCC (1:2:4), complete as per design, drawing, specification and as directed by the DBO Engineer. (Excavation in all sorts of soil, barricading, lighting arrangement, traffic diversion arrangement, hire and labour charges of close timbering / sheet piling /MS joists acting as soldier beams with MS plate including MS joist Waller beams, temporary road restoration as per approved design and drawing and retention of shoring where ever necessary, backfilling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, dismantling of any type of road crust by mechanical/manual means, restoration of damaged portion of the said road in its original position and disposal of spoils / surplus earth, and debris to a destination decided by ULB upto their jurisdiction to be arranged by bidder (No extra lead will be payable).The work shall also include the restoration of surrounding damaged structures/building if occur during its construction. The work shall also include including testing, commissioning , trial and run required for the satisfacory completion of the work [N.B- The concessinarie shall be liable to do resoration or renoivation works of the surrounding structure /buildings at his own cost that may be damaged while exectuing this item of work from his end]

Depth of invert upto 1500 mm. from G.L.

Depth of invert beyond 1500 mm. and upto 3000 mm. from G.L

Depth of invert beyond 3000 mm. from G.L.

Laying of Gravity Sewer: Supplying & Laying of sewer line of Double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8(conforming to I. S. 16098 (Part 2) :2013) (Spigot and Socket ended pipe at site including bedding with silver sand (conforming to relevant I.S. and CPHEEO Specification) jointing with rubber gasket, barricading, lighting arrangement, cutting of any type of road by mechanical/manual means and , traffic diversion arrangement, necessary earth work in excavation in trenches and Trial pits for sewer lines and other structures etc. in all sorts of soil or loose material including rubbish, removing the spoils / surplus earth, and debris to a destination decided by Owner upto their jurisdiction to be arranged by bidder (No extra lead will be payable), hire and labour charges for shoring with close timbering/ sheet piling/MS joists acting as soldier beams with MS plate including MS joist water beams as per approved design and drawing and retention of shoring where ever necessary ,bailing out water, dewatering from the excavated portion; hydraulic testing, making connection to old or new manholes/House Pit Connection (including dismantling and making good the manhole wall/House Pit Connection wall), filling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, temporary road restoration all complete with a minimum top cushion 1.20 Mtr. and slope as per design requirement to maintain self-clearance velocity as per approved and vetted design & drawings, and as per direction of the Engineer – in – Charge.The work shall also include including testing, commissioning , trial and run required for the satisfacory completion of the work [N.B- The concessinarie shall be liable to do resoration or renoivation works of the surrounding structure /buildings at his own cost that may be damaged while exectuing this item of work from his end]

200 mm. dia..

Depth of invert upto 1500 mm. from G.L

Depth of invert beyond 1500 mm. and upto 3000 mm. from G.L.

500 mm. dia.

Depth of invert upto 1500 mm. from G.L

Depth of invert beyond 1500 mm. and upto 3000 mm. from G.L.

Depth of invert beyond 3000 mm. from G.L.

Road Restoration cost for the laying of Gravity Sewer Line in Municipal Roads (a)Earthwork in excavation of foundation trenches in all sorts of soil, (b) Silver Sand Filling (c)Construction of sub base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40) (c) Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust of 100mm compacted thickness, (d) Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam of 150mm compacted thickness, (e) Dense Bituminous Macadam providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of50 mm thick, (f) Providing, laying and rolling of Open – graded premix seal surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates etc.

Supplying and Laying of Rising main Survey,Design ,Supplying &Laying DI K9 Socket / spigot pipes, rubber rings jointing materials and specials lowering the same in to the trenches up to depth as specified below G.L. true to alignment barricading, lighting arrangement, cutting of any type of road by mechanical/manual means and restoring damaged portion of the said road in its original position, traffic diversion arrangement, necessary earth work in excavation in trenches and Trial pits or sewer lines and other structures etc. in all sorts of soil or loose material including rubbish, removing the spoils / surplus earth, and debris to a destination decided by owner upto ULB jurisdiction to be arranged by bidder (No extra lead will be payable),hire and labour charges for shoring with close timbering/ sheet piling/MS joists acting as soldier beams with MS plate including MS joist waler beams as per approved design and drawing and retention of shoring where ever necessary ,bailing out water, dewatering from the excavated portion; filling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, temporary road restoration,cost of all jointing material, testing & commissioning & trial & Run including supply of all material, labour, T&P etc. required for proper completion of work including supply & fixing of same size sluice valves & 100/ 150 mm size air valves, construction of thrust blocks all complete as all complete as per approved and vetted design& drawing, as per direction of the Engineer – in - Charge.

300 mm DI K-9 pipe

Treated Effluent Pipeline for discharging the treated effluent to River Bhagirathi from the 05 MLD STP : Survey,Design ,Supplying &LayingDI K9 Socket / spigot pipes, rubber rings jointing materials and specials lowering the same in to the trenches up to depth as specified below G.L. true to alignment barricading, lighting arrangement, cutting of any type of road by mechanical/manual means and restoring damaged portion of the said road in its original position, traffic diversion arrangement, necessary earth work in excavation in trenches and Trial pits or sewer lines and other structures etc. in all sorts of soil or loose material including rubbish, removing the spoils / surplus earth, and debris to a destination decided by owner upto ULB jurisdiction to be arranged by bidder (No extra lead will be payable),hire and labour charges for shoring with close timbering/ sheet piling/MS joists acting as soldier beams with MS plate including MS joist waler beams as per approved design and drawing and retention of shoring where ever necessary ,bailing out water, dewatering from the excavated portion; filling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, temporary road restoration,cost of all jointing material, testing & commissioning including supply of all material, labour, T&P etc. required for proper completion of work including supply & fixing of same size sluice valves & 100/ 150 mm size air valves, construction of thrust blocks all complete as per approved and vetted design& drawing, as per direction of the Engineer – in - Charge

300 mm DI K-9 pipe

Road Restoration cost for the laying of Rising Main (a)Earthwork in excavation of foundation trenches in all sorts of soil, (b) Silver Sand Filling (c)Construction of sub base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40) (c) Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust of 100mm compacted thickness, (d) Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam of 150mm compacted thickness, (e) Dense Bituminous Macadam providing and laying dense bituminous macadam with Hot Mix Plant producing an average output of50 mm thick, (f) Providing, laying and rolling of Open – graded premix seal surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates etc.

Construction of new drainage channel connection The item of work includes earth cutting to desired slopes with proper shoring, including silver sand filling, 150 mm thick concreteing with cement concrete (1:2:4) over 75mm thick S.B.F.S, construction of side walls with first class brick work (1:4),15mm thick cement plastering, neat cement punning along with R.C.C cover slab over the drain through out the length including labour, materials,tools and plants all complete as per the direction and satisfaction of EIC.

Construction of Outfall Structure (2m X 1m)x1.5 m) Design ,Drawing and construction of Outfall structure, including site cleaning,earthwork in excvation with proper shoring, silver sand filling, Plain Cement concreteing with cement concrete (1:2:4) over 75mm thick S.B.F.S, construction of R.C.C walls/structure with Cement concrete M30 grade of concrete.Concrete pithching /lining works if required,also including labour, materials,tools and plants all complete .

PART - B

Civil works

E/M works

Civil works

E/M works

Civil works

E/M works

Supplying ang Laying of Rising main including Permanent Road restoration charges of PWD Roads Survey,Design ,Supplying &LayingDI K9 Socket / spigot pipes, rubber rings jointing materials and specials lowering the same in to the trenches up to depth as specified below G.L. true to alignment barricading, lighting arrangement, cutting of any type of road by mechanical/manual means ,temporary road restoration,making proper traffic diversion arrangement, necessary earth work in excavation in trenches and Trial pits or sewer lines and other structures etc. in all sorts of soil or loose material including rubbish, removing the spoils / surplus earth, and debris to a destination decided by owner upto ULB jurisdiction to be arranged by bidder (No extra lead will be payable),hire and labour charges for shoring with close timbering/ sheet piling/MS joists acting as soldier beams with MS plate including MS joist waler beams as per approved design and drawing and retention of shoring where ever necessary ,bailing out water, dewatering from the excavated portion; filling and compaction of trenches with appropriate materials, Protection and shifting of underground and overhead utilities if necessary, temporary road restoration,cost of all jointing material, testing & commissioning & trial & Run including supply of all material, labour, T&P etc. required for proper completion of work including supply & fixing of same size sluice valves & 100/ 150 mm size air valves, construction of thrust blocks all complete as per approved and vetted design& drawing, as per direction of the Engineer – in - Charge [N.B-(i) The concessinarie shall be liable to bear the Permanent Road Restoration Charges to be paid to the P.W.D. Deptt for cutting the roads in order to lay sewerline through the road Road falling under their juridiction (ii) The concessinarie shall do the temporary road restoration works at his own cost immediately after the completion of laying sewerline through the PWD Roads]

250 mm DI K-9 pipe

De-silting of Existing Network of Length 1.00 Km: Cleaning rubbish, sludge, weeds scum, liquid earth, mud etc. from conduits of any dia. upto 900mm and from any depth, etc. by mathor labour after removing concrete slab / manhole cover etc.without damaging the same and refixing the same properly after cleaning as necessary and removing the sludge etc. by using iron pans, buckets including all labour, tools & plants including expulsion of impure / inflammable / asphyxiating gases from the drains etc. and removing the spoils in dry condition and disposing the same by truck beyond the area of Municipal Corporation / Municipality / Notified Area Authority / Industrial Township Authority etc. for such disposal including the cost of loading,unloading, transportation and making arrangement of necessary land for disposal, spreading and leveling as necessary etc. and cleaning the road side in all respects, complete as per direction of the Engineer- in-Charge. (Land for disposal to be arranged by the contractor). [N.B: Payment will be made on the basis of actual stack measurment of spoils in dry condition at roadside. Disposal of the silt is included in the bidder scope]

Existing drain repairing and new construction [1.00m(avg,width) x 1.50 m (avg,depth)] The item of work includes earth cutting to desired slopes with proper shoring, including silver sand filling, 150 mm thick concreteing with cement concrete (1:2:4) over 75mm thick S.B.F.S, construction of side walls with first class brick work (1:4),15mm thick cement plastering, neat cement punning along with R.C.C cover slab over the drain through out the length including labour, materials,tools and plants all complete as per the direction and satisfaction of EIC.

Construction of Interception & Diversion (I&D) structure for tapptng drains/outfalls: Survey, design, drawing and construction / setting up 02 nos Interception & Diversion Structural arrangement work i.e draw shutter, bar screen,silt cleaning chamber etc, including construction/Repairing of drainage Channel as per requirement at outfall/drain points in different location & diamension including necessary allied works: [N.B: The position will be finalized by EIC.]

I&D Structure at drain-1

I&D Structure at drain-2

Implementation of Environmental Management Plan and ESHS-MSIP - as per Approval of KMDA

Operation & Maintenance PART - A

STP Operation and Maintenance Price for Treatment of threshold sewage flow of 4.142 MLD at STP & Co- Treatment facility (11 KLD) 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Additional Operation and Maintenance Price for Treatment of additional sewage in excess of the threshold flow on per MLD basis at STP & Co- Treatment facility (11 KLD) 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

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

1st year (X=4.142-4.142=0)

2nd year (X=4.201-4.142=0.059)

3rd year (X=4.260 -4.142=0.118)

4th year (X=4.320 - 4.142 =0.178)

5th year (X= 4.380 - 4.142= 0.238)

6th year (X= 4.440 - 4.142 = 0.298)

7th year (X= 4.501 - 4.142 = 0.359)

8th year (X= 4.562 - 4.142 = 0.420)

9th year (X= 4.624 - 4.142 = 0.482)

10th year (X= 4.685 - 4.142= 0.583)

11th year (X= 4.748 - 4.142 = 0.606)

12th year (X= 4.810 - 4.142 = 0.668)

13th year (X= 4.873- 4.142= 0.731)

14th year (X= 4.936 - 4.142 = 0.794)

15th year (X= 5.00 -4.142= 0.858)

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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Operation and Maintenance cost of IPS[LS-1], 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Operation and Maintenance cost of IPS[LS-2], 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Operation & Maintenance PART - B

STP Operation and Maintenance Price for Treatment of threshold sewage flow of 1.657 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Additional Operation and Maintenance Price for Treatment of additional sewage in excess of the threshold flow on per MLD basis at STPwith all civil, electricalmechanical 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

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

1st year (X=1.657 - 1.657=0)

2nd year (X= 1.680 - 1.657= 0.023)

3rd year (X= 1.704 - 1.657= 0.047)

4th year (X= 1.728 - 1.657 = 0.071)

5th year (X= 1.752 - 1.657= 0.095)

6th year (X= 1.776 - 1.657 = 0.119)

7th year (X= 1.800 - 1.657 = 0.143)

8th year (X= 1.825 - 1.657 = 0.168)

9th year (X= (1.849 - 1.657 = 0.192)

10th year (X= 1.874 - 1.657= 0.217)

11th year (X= 1.899 - 1.657= 0.242)

12th year (X= 1.924 - 1.657 = 0.267)

13th year (X= 1.949- 1.657= 0.292)

14th year (X= 1.972- 1.657 = 0.315)

15th year (X= 2.00 - 1.657)= 0.343)

Operation and Maintenance cost of EX-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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Operation and Maintenance cost of EX-IPS, 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

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

Total O&M Price: Note: Total O&M price for each year (excluding power) at item s.no.12.01 to 12.15' shall not be less than 3% of the quoted capital cost

1st year

2nd year

3rd year

4th year

5th year

6th year

7th year

8th year

9th year

10th year

11th year

12th year

13th year

14th year

15th year

NPV of total O&M

1st year (NPV Factor-0.909)

2nd year (NPV Factor-0.826)

3rd year (NPV Factor-0.751)

4th year (NPV Factor-0.683)

5th year (NPV Factor-0.621)

6th year (NPV Factor-0.564)

7th year (NPV Factor-0.513)

8th year (NPV Factor-0.467)

9th year (NPV Factor-0.424)

10th year (NPV Factor-0.386)

11th year (NPV Factor-0.350)

12th year (NPV Factor-0.319)

13th year (NPV Factor-0.290)

14th year (NPV Factor-0.263)

15th year (NPV Factor-0.239)

Guaranteed Energy Consumption cost for STP, MPS & LS for 15 years NB:-This price of the Guuaranteed energy cost to be considered only for evaluation of bid. However the energy consumption cost is to be reimbursed on actual basis after submitting the payment receipt of electricity bill,subject to celing of Guaranteed energy consumption and the extra cost behind the guaranteed energy will be borne by the bidder Details As per Ref :- ITB 3.11 c. Quoted amount at 38.01 to 38.03 shall be same as filled in Table No Ab and parts thereof

5.00 MLD STP, EPS, MPS & Sludge Treatment for 15 years

IPS (3.50 MLD)

IPS (1.30 MLD)

Guaranteed Energy Consumption cost for STP, Ex-MPS & Ex- LS for 15 years NB:-This price of the Guuaranteed energy cost to be considered only for evaluation of bid. However the energy consumption cost is to be reimbursed on actual basis after submitting the payment receipt of electricity bill,subject to celing of Guaranteed energy consumption and the extra cost behind the guaranteed energy will be borne by the bidder Details As per Ref :- ITB 3.11 c. Quoted amount at 39.01 to 39.04 shall be same as filled in Table No Ab and parts thereof

2.00 MLD STP, MPS for 15 years

EX-IPS (1.20 MLD)

Add GST (Excluding Sl.No. 40, 41 & 42)

Land Requirement

(A) Land requirement (sqm) - 05 MLD STP at (Circle rate is Rs 2812.18 per sq.m.) (Bidder is required to quote the land requirement under column 5 of this row, excluding land required for Solar Power Plant if proposed, subject to lavailable land i.e. 2990.97 sqm)

(B) Land requirement (sqm) - for Solar Power Plant if proposed, subject to lavailable landi.e. 2990.97 sqm)

Swach Environment Private Limited (BID ID -6289013)