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

Amount

PART-I Construction of New Intermediate Lifting Station (LS – 1) of approx 2.50 MLD capacity :

(1) Civil Work: (a)Survey work and soil exploration with all design, drawing and vetting from a reputed Govt. Institution as decided by KMDA, (b) construction of wet well, (c) construction of inlet & screen chamber, (d) construction of screen channel, (e) construction of distribution chamber, (f) construction of valve chamber, (g) construction of LT / HT panel / metering room, transformer room as required. (h) construction of diesel generator room,electrical sub station if required, (i) construction of internal pathway, approach road,surface drain, boundary wall and fencing with entry gate and rolling shutter, (k) fire fighting arrangement, landscaping, site development (l)Land protection and necessary filling if required (m) construction of toilet block including sanitary & plumbing work(n) construction of bore well ,etc. as per approved vetted design and drawing.

(2) Electro-mechanical Work: Supplying, installation, testing, 3 months trial run and commissioning of all electro-mechanical and instrumentation equipments and accessory works including DG set as per approved and vetted design and drawing based on Hydraulic design.

Construction of New Intermediate Lifting Station (LS – 2) of approx 7.004 MLD capacity :

(1) Civil Work: (a)Survey work and soil exploration with all design, drawing and vetting from a reputed Govt. Institution as decided by KMDA, (b) construction of wet well, (c) construction of inlet & screen chamber, (d) construction of screen channel, (e) construction of distribution chamber, (f) construction of valve chamber, (g) construction of LT / HT panel / metering room, transformer room as required. (h) construction of diesel generator room, electrical sub station if required, (i) construction of internal pathway, approach road,surface drain, boundary wall and fencing with entry gate and rolling shutter, (k) fire fighting arrangement, landscaping, site development , Land protection if required (l) construction of toilet block including sanitary & plumbing work (m) construction of bore well etc. as per approved vetted design and drawing.

(2) Electro-mechanical Work: Supplying, installation, testing, 3 months trial run and commissioning of electro-mechanical and instrumentation equipments and accessory

Construction of New Intermediate Lifting Station-3 (UGLS) of approx 0.215 MLD capacity :

(1) Civil Work: (a)Survey work and soil exploration with all design, drawing and vetting from a reputed Govt. Institution as decided by KMDA, (b) construction of wet well/sump, (c) construction of inlet & screen chamber, (d) construction of valve chamber, (e) construction of LT / metering room, as required. (f) Restoration of approach road, (g) site development ,Land protection etc.as required as per approved vetted design and drawing.

(2) Electro-mechanical Work: Supplying, installation, testing, 3 months trial run and commissioning of electro-mechanical and instrumentation equipments and accessory

Construction of New Main Pumping Station (MPS) of capacity 14.00 MLD inside the STP premises.

(1) Civil Work: (a) Dismentalling of all existing structure (b)Survey work and soil exploration with all design, drawing and vetting from a reputed Govt. Institution as decided by KMDA, (c) construction of wet well, (d) construction of inlet chamber, (e) construction of screen channel, (f) construction of distribution chamber, (g) construction of valve chamber, (h) construction of LT / HT panel / metering room, transformer room as required. (i) construction of diesel generator room,electrical sub station if required, (j) construction of internal pathway, approach road, surface drain,boundary wall and fencing with entry gate and rolling shutter, (k) fire fighting arrangement, landscaping, site development & land protection,protection, if required(l) construction of toilet block including sanitary & plumbing work (m) construction of bore well etc. as per approved vetted design and drawing.

(2) Electro-mechanical Work: Supplying, installation, testing, 3 months trial run and commissioning of electro-mechanical and instrumentation equipments and accessory works including DG set as per approved and vetted design and drawing.

Designing, development, supply of equipment, erection of equipments, civil, electro-mechanical and instrumentation control works, including testing, commissioning of new 14.00 MLD Sewage Treatment Plant (STP) with appropriate and cost effective technology including setting up of Environmental Laboratory, Construction of 14.00 MLD Effluent Pumping Station(EPS), Sludge Treatment System inside the STP Premises and outfall structure for discharging point

Designing, development, supply of equipment, erection of equipments, civil, electro-mechanical and instrumentation control works, including testing, commissioning of new 14.00 MLD Sewage Treatment Plant (STP) with appropriate and cost effective technology including setting up of Environmental Laboratory, Construction of 14.00 MLD Effluent Pumping Station(EPS), Sludge Treatment System inside the STP Premises and outfall structure for discharging point

2) Electro-mechanical Work: Supplying, installation, testing, 3 months trial run and commissioning of electro-mechanical and instrumentation equipments and accessory works including DG set as per approved and vetted design and drawing

(3) Setting up of Environmental Laboratory as per latest CPHEEO Manual. All necessary instruments required to find out the parameter on daily basis of influent and effluent flow as per latest CPHEEO Manual.

(4) Design, drawing, construction, supply, installation, testing, commissioning of sludge treatment by Lime & Alum dosing Treatment System or by other suitable tratment system using the available land including required storage with necessary structural arrangement for monsoon shed in the existing WSP area by necessary filling,construction of embankment, concrete base/platform & necessary Land protection etc. to complete in all respect as per scope and instruction of EIC

(5) Procurement of 01 (one) no Tractor and 02 (two) nos hydraulic trolley to transport the sludge.

Co-treatment of 10.5 KLD Septage and its allied works : Construction & structural arrangement of Reciving Sump to recive the septage from cesspool and deliver to STP through adjacent MPS

Design, Drawing, Engineering, Construction, Supply, Installation, Testing & Commissioning of 100 kwp Solar Power Plant with necessary filling, protection of land etc. to complete whole work in all respect as per specification and direction of EIC

Supplying and laying of new DWC HDPE sewer line: (a) 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 restoring damaged portion of the said road in its original position like either concrete road, Bituminous Macadam road with or without Mastic Asphalt road, traffic diversion arrangement, necessary earth work in excavation in trenches and Trail 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 (EIC).

(i) Supplying and laying of DWC HDPE pipe 200 mm. dia.

(i) Supplying and laying of DWC HDPE pipe 250 mm. dia.

(ii) Supplying and laying of DWC HDPE pipe 300 mm. dia.

(iii) Supplying and laying of DWC HDPE pipe 400 mm. dia.

Supplying and laying of new RCC (Class NP3) sewer line: Supplying & Laying of sewer line of R. C. C. (Class NP3) Spigot and Socket ended pipe at site including bedding (either cast-in-situ or precast concrete including nominal reinforcement if required as per design consideration) (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 restoring damaged portion of the said road in its original position like either concrete road, Bituminous Macadam road with or without Mastic Asphalt road ,,traffic diversion arrangement, necessary earth work in excavation in trenches and Trail 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 waler 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. All R.C.C (NP3) pipe should be ISI Marked

(i) Supplying and laying of RCC pipe 500 mm. dia.

(ii) Supplying and laying of RCC pipe 600 mm. dia.

(iii) Supplying and laying of RCC pipe 800 mm. dia.

Construction of new Manhole chambers: 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 900 mm or 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) Manhole cover (conforming to latest version of IS 12592) of clear opening 600 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 be complete as per approved and vetted design and drawing as directed by the Engineer – in – Charge. (the Rates for any fractional variation (increase or decrease) in the depth of the manhole on decimetre basis, shall be paid as per actual, by adding the difference in rates between the immediately preceding and succeeding depths of such fractional depth of manhole on linear basis ) RCC wall shall be provided for the combind manhole height more than 2.00 M from GL

(a) Depth of invert upto 1500 mm. below G.L.

(b) Depth of invert beyond 1500 and upto 2000 mm. below G.L.

(c) Depth of invert beyond 2000mm and upto 3000 mm. below G.L.

(d) Depth of invert beyond 3000mm and upto 4000 mm. below G.L.

(e) Depth of invert above 4000 mm. below G.L.

Construction of Bell mouth/dissipation chamber to transfer the flow from rising main to gravity line

Supplying and laying force main of different dia. DI pipe: 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 Trail 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 all complete as per approved and vetted design & drawing, as per direction of the Engineer – in - Charge. Note: The dia. of pipe will be finalized as per approved and vetted drawing & design. Payment will be made on the basis of actual measurement and on the basis of rate submitted by the bidder.

(i) 100 mm. dia.

(ii) 150 mm. dia.

(iii) 200 mm. dia.

(iv 250 mm. dia.

(v) 350 mm. dia.

(vi) 400 mm. dia.

(vii) 500 mm. dia.

Trenchless HDD Gravity main Line:

300mm dia @average depth 3.11 m

400mm dia @average depth 3.09m

500mm dia @average depth 3.54m

500mm dia @average depth 4.25m

600mm dia @average depth 3.07m

Design, drawing, construction, testing, commissioning of R.C.C surface drain (average height 1.7Mtr and average width 1.10Mtr) with R.C.C cover slab to complete whole work in all respect as per direction of the EIC

Restoration of Damaged municipal Road Surface due to laying of Sewer lines :

(a) Box cutting or filling in Road embankment in all sorts of soil, (b) Single Brick Flat Soling of picked Jhama bricks including ramming and dressing bed, (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 of 50 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.

Providing and laying of open graded premix seal surfacing including applying of tack coat and other allied works complete in all respectas as per direction of the Engineer – in - Charge

Cement concrete permanent road restoration (M20) over temporary restoration of damaged road, including base concreting ,brick flat soling and sand filling etc, due to laying of sewerlines complete in all respect as per direction of the Engineer – in - Charge

Construction / setting up 14 nos Interception & Diversion Structural arrangement work i.e draw shutter, bar screen,silt cleaning chamber etc, at outfall/drain points in different location & diamension including necessary allied works: (a) de-silting of drains as per approved list from TIA/EIC, (b) the quantity will be finalized by measurement of dry silt stacked at site, during de-silting of drains. Note: Payment will be made on the basis of actual measurement and the rate submitted by the bidder. Disposal of the silt is included in the bidder scope.The position will be finalized by EIC.

Preparation of Environmental Social Management Plan (ESMP) and execution of the same after approved by KMDA.

PART-II Operation & Maintenance(O&M) for 15 years including all Consumables, Labour, Manpower etc. for STP, MPS, LS , Sludge treatment system, &Co-treatment process but excluding Energy Charges.15 years O&M of 100kwp solar power plant (Annual O&M cost ,exckuding power, shall be minimum 3% of Capex cost. If the bidder quotes a lower O&M cost than this, the bid shall be termed non-responsive.)

Sewage Treatment Plant (STP) and Effluent Pumping Station(EPS) (PART A) Operation and Maintenance Price for Treatment of threshold sewage flow of 11.335 MLD at STP & Co- Treatment facility (10.5 KLD) with all civil, electrical-mechanical and instrumentation works, effluent chanel, Environmental Laboratory,100 kwp Solar Power Plant system,Sludge treatment system by lime & alum dosing or other suitable treatment system including necessary arrangement for shifting, handling , storage & dispose of sludge with vehilce arrangement, incuding cost of all manpower, consumable, fuel (HSD), tool & tackles and all other cost related to the O&M .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

PART B 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 (10.5 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=11.335-11.335=0)

2nd year (X=11.526-11.335=0.191)

3rd year (X=11.717-11.335=0.382)

4th year (X=11.908-11.335=0.573)

5th year (X=12.009-11.335=0.674)

6th year (X=12.29-11.335=0.995)

7th year (X=12.481-11.335=1.146)

8th year (X=12.672-11.335=1.337)

9th year (X=12.863-11.335=1.528)

10th year (X=13.054-11.335=1.719)

11th year (X=13.245-11.335=1.91)

12th year (X=13.436-11.335=2.101)

13th year (X=13.627-11.335=2.292)

14th year (X=13.818-11.335=2.483)

15th year (X=14.00-11.335=2.665)

Operation and Maintenance cost of MPS with I&D Structure and Network(both garvity +rissing main), all civil, electrical-mechanical and instrumentation works, appurtenant ,other allied works and all other cost related to O&M for 15 years as specified in tender document ,scope of work 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 Lifting Station 1 (LS1)with I&D Structure and Network(both garvity +rissing main),all civil, electrical-mechanical and instrumentation works, appurtenant ,other allied works and all other cost related to O&M for 15 years as specified in tender document,scope of work 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 Lifting Station 2 (LS2)with all I&D Structure and Network(both garvity +rissing main),all civil, electrical-mechanical and instrumentation works, appurtenant ,other allied works and all other cost related to O&M for 15 years as specified in tender document ,scope of work 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 Lifting Station 3 (LS3)with all I&D Structure and Network(both garvity +rissing main),all civil, electrical-mechanical and instrumentation works, appurtenant ,other allied works and all other cost related to O&M for 15 years as specified in tender document,scope of work 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

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)

PART-III 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 27.01 to 27.04 shall be same as filled in Table No Ab and parts thereof.

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

2.5 MLD L.S 1for 15 years

7.004 MLD L.S2 for 15 years

0.215 MLD L.S3 (UGLS) for 15 years

Add GST 18% (Excluding Sl.No. 26-27.04)

PART-IV Land Cost @) 11954.00per sq.m. (Market rate) NB:-Price of Land to be considered for evaluation of the Bid Process only. Layout Plan of STP,EPS, MPS, Sludge treatment unit plus 100kwp Solar plant with proper dimensions within the toatal available area of max. (10790+700)=11490.00 sq.m as shown in the Bid Document Drawing to be uploaded in Drawing. to comply Part-I of the Technical Section of the Bid Sec3.3 (f) If bidder's required area are shown in site plan for STP, MPS, EPS,sludge treatment and associated structure is 107900 sq.m then quoted amount in the column will be 10790.00 X Rs 11954.00 = Rs 128983660.0 & for solar power plant 700.00 sq.m the quoted amount in the column will be 700.00 X Rs.11954.00= Rs.8367800.00

Max Land requirement (sqm) - for STP,MPS,EPS &Sludge Treatment and all associated structure 10790.00 Sqm (Circle rate is Rs11954.00 per sq.m.)

Max Land requirement (sqm) - for Solar Power Plant 700.00 sqm (Circle rate is Rs11954.00 per sq.m) (if applicable)

Traders and Engineers Private Limited (BID ID -6293355)

Swach Environment Private Limited (BID ID -6288994)