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| 1 | Construction of 10 MLD STP at Thanabhawan town, Shamli:Design,development,supplyofequipment, erection of equipment, civil, electro mechanical andinstrumentationworks,including testing, commissioning of 10 MLD STP at Thanabhawan town, District Shamli on open technology with disinfection, provision for handling co treatment of septage/faecal sludge (10 KLD) facility like, collection tank, fine/coarse screen sitting chamber, equilization tank, filter press/belt press/screw press for dewatering etc. of septage/faecal sludge, provision for filtration unit in the tertiary treatment to cater shock loads and allied works, provision of covered Sludge Storage Yard for 30 days storage of dewatered sludge. 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, provision of adequate CCTV camera arrangement along with Static IP Address for monitoring and provision of water reuse facility. 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). The scope also including. Ancillary works like R.C.C. approch road in 3.75 m width with 1.5 m wide inter locking shoulder each side from,approach road to proposed STP, entry gate, boundary wall of campus with gate, staff quarters, 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 etc. and other works as defined in bid documents. |
| 2 | Break-up of price of item 1 above. |
| 3 | Civil and Structural Works (including that required for disposal and facility for reuse of treated effluent) |
| 4 | Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories including equipment for electricity generation from solar photovoltaic arrangement (including required for disposal and facility for reuse of treatet effluent) . |
| 5 | Ancillary works like boundary wall of campus with gate, RCC retaining wall along the river side along with other appurtenant works, 6 set of staff quarters (3-Type A and 3-Type B), internal C.C. roads 3.75 m wide and 2.0 m wide C.C. path ways to various units, approach/access road to STP, 50 KL RCC OHT & Pump House and water distribution system and drainage system in the STP campus, retaining wall, earth filling up-to the nearest road level or HFL whichever is higher, horticulture works, Outfall structure at disposal point, firefighting arrangements water supply arrangement, fire fighting arrangement, land scaping, site development & require furniture etc. |
| 6 | Implementation of Environmental Management Plan and ESHS-MSIP, as per Appendix 1 of Schedule 2 (Design Build Services). |
| 7 | Nalla Tapping Arrangement: Survey, design and construction of suitable size R.C.C. (M-30) Nala tapping structure as per design at Thanabhawan town with RCC M-30 training works 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 channel and installation of stainless steel coarse screen and proper arrangement for operating platform. |
| 8 | Nallah tapping works at drain -1 |
| 9 | Nallah tapping works at drain -2 |
| 10 | Nallah tapping works at drain -3 |
| 11 | Nallah tapping works at drain -4 |
| 12 | Laying of Gravity Intercepting Sewer:Design, supply & laying of following sizeR.C.C. Hume pipe NP-3/NP-4 Class Socket spigot pipes, rubber rings jointing materials and specials from store to the work lowering the same in to the trenches up to depth as specified below G.L. true to alignment and gradient including barricading of site, traffic diversion arrangement, dismantling of roads, mechanical/ manual excavation, dewatering (as per requirement), shoring & timbering with mild steel/ wooden planks, construction of required class beddings, construction of RCC/ brick masonry circular/ rectangular or precast manholes in accordance with the provisions laid down in latest version of IS 4111 (Part 1), refilling of trenches with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, permanant restoration of road as per PWD/MoRTH norms, shifting & reinstatement of existing utilities if any, cost of all jointing material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work. |
| 13 | 250 mm dia RCC NP-3 Pipe |
| 14 | 300 mm dia RCC NP-4 Pipe |
| 15 | 350 mm dia RCC NP-4 Pipe |
| 16 | 450 mm dia RCC NP-4 Pipe |
| 17 | 600 mm dia RCC NP-4 Pipe |
| 18 | By Trenchless Method:Design, supply and installation of Mild Steel pipe having PU coating both inside and outside in minimum thickness of 250 microns, by Tunnel boring machine/HDD method including making of entry and exit pits, all related civil works like excavation, shoring/ strutting, etc. shielded excavation, lowering of pipe segments in the jacking pit, laying and jointing of product pipe line through jacking process from the jacking pit true to alignment and gradient, construction of required manholes, refilling of excavated pits with proper compaction including disposal of surplus earth with in 8 km radius, temporary reinstatement of dismantled roads, permanant restoration of road as per PWD/MoRTH norms, shifting & reinstatement of existing utilities if any, cost of all material, testing & commissioning etc. complete including supply of all material, labour, T&P etc. required for proper completion of work and restoration of site after project completion. |
| 19 | 300 mm dia, 10 mm thickness MS pipe |
| 20 | 450 mm dia, 10 mm thickness MS pipe |
| 21 | 600 mm dia, 12 mm thickness MS pipe |
| 22 | Main Sewage Pumping Station : Design and construction of main pumping station of 10 MLD capacity including construction of Sump well , 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, one nos Mechanical screens, one no. Manual screen, two nos. Transformers and Substation, provision for supply and installation of5T 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 13 MLD capacity.E&M component of the MPS shall be designed for 10 MLD capacity. |
| 23 | Civil and Structural Works (including that required for disposal and facility for reuse of treated effluent) |
| 24 | Supply, Installation, testing and commissioning of Electro – mechanical and Instrumentation equipment and accessories (including that required for disposal and facility for reuse of treated effluent) |
| 25 | Rising main from MPS to STP |
| 26 | Design, supply and laying of following diameter DI K-9 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 typeAir 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) includingramming 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. |
| 27 | 500 mm DI K-9 pipe |
| 28 | Treated Effluent Pipeline: |
| 29 | Design, supply and laying of following diameter DI K-9 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 from STP to agriculture land for irrigation with suitable arrangement and also at outfall point at Krishni River with suitable outfall structure to discharge effluent with protection workstrue to alignment and slope as per design, excavation, jointing, hydraulic testing and commissioning with necessary timbering, proper barricading approved by engineer in charge, bedding, backfilling with fine sand including dismanteling and permanant restoration of road as per PWD/MoRTH norms as required, shifting & reinstatement of existing utilities if any, bailing out of water, construction of R.C.C. Manholes with heavy duty SFRC covers as per CPHEEO manual, disposal of surplus earth as per direction of engineer in charge, supply of all materials, labor and T&P etc. complete to the satisfaction of engineer in charge. |
| 30 | 500 mm DI K-9 pipe |
| 31 | Operation and Maintenance for 15 Years |
| 32 | STP (PART A)Operation and Maintenance Price for Treatment of threshold sewage flow of 10 MLD at STP & Co- Treatment facility (10 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 |
| 33 | 1st year |
| 34 | 2nd year |
| 35 | 3rd year |
| 36 | 4th year |
| 37 | 5th year |
| 38 | 6th year |
| 39 | 7th year |
| 40 | 8th year |
| 41 | 9th year |
| 42 | 10th year |
| 43 | 11th year |
| 44 | 12th year |
| 45 | 13th year |
| 46 | 14th year |
| 47 | 15th year |
| 48 | PART BAdditionalOperation and Maintenance Price for Treatment of additional sewage in excess of the threshold on per MLD basis flow at STP & Co- Treatment facility (10 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 |
| 49 | 1st year |
| 50 | 2nd year |
| 51 | 3rd year |
| 52 | 4th year |
| 53 | 5th year |
| 54 | 6th year |
| 55 | 7th year |
| 56 | 8th year |
| 57 | 9th year |
| 58 | 10th year |
| 59 | 11th year |
| 60 | 12th year |
| 61 | 13th year |
| 62 | 14th year |
| 63 | 15th year |
| 64 | Total O&M Price- assuming indicative Sewage Flow reaching the STP C=a+b x (x= indicative flow minus threshold sewage flow) |
| 65 | 1st year (X=6.93-6.93=0) |
| 66 | 2nd year (X=7.15-6.93=0.22) |
| 67 | 3rd year (X=7.37-6.93=0.44) |
| 68 | 4th year (X=7.59-6.93=0.66) |
| 69 | 5th year(X=7.81-6.93=0.88) |
| 70 | 6th year(X=8.03-6.93=1.10) |
| 71 | 7th year(X=8.25-6.93=1.32) |
| 72 | 8th year(X=8.46-6.93=1.53) |
| 73 | 9th year (X=8.68-6.93=1.75) |
| 74 | 10th year (X=8.90-6.93=1.97) |
| 75 | 11th year (X=9.12-6.93=2.19) |
| 76 | 12th year (X=9.34-6.93=2.41) |
| 77 | 13th year (X=9.56-6.93=2.63) |
| 78 | 14th year (X=9.78-6.93=2.85) |
| 79 | 15th year (X=10-6.93=3.07) |
| 80 | 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 |
| 81 | 1st year |
| 82 | 2nd year |
| 83 | 3rd year |
| 84 | 4th year |
| 85 | 5th year |
| 86 | 6th year |
| 87 | 7th year |
| 88 | 8th year |
| 89 | 9th year |
| 90 | 10th year |
| 91 | 11th year |
| 92 | 12th year |
| 93 | 13th year |
| 94 | 14th year |
| 95 | 15th year |
| 96 | Total O&M Price |
| 97 | 1st year |
| 98 | 2nd year |
| 99 | 3rd year |
| 100 | 4th year |
| 101 | 5th year |
| 102 | 6th year |
| 103 | 7th year |
| 104 | 8th year |
| 105 | 9th year |
| 106 | 10th year |
| 107 | 11th year |
| 108 | 12th year |
| 109 | 13th year |
| 110 | 14th year |
| 111 | 15th year |
| 112 | NPV of total O&M |
| 113 | 1st year (NPV Factor-0.909) |
| 114 | 2nd year(NPV Factor-0.826) |
| 115 | 3rd year(NPV Factor-0.751) |
| 116 | 4th year(NPV Factor-0.683) |
| 117 | 5th year(NPV Factor-0.621) |
| 118 | 6th year(NPV Factor-0.564) |
| 119 | 7th year(NPV Factor-0.513) |
| 120 | 8th year(NPV Factor-0.467) |
| 121 | 9th year(NPV Factor-0.424) |
| 122 | 10th year(NPV Factor-0.386) |
| 123 | 11th year(NPV Factor-0.350) |
| 124 | 12th year(NPV Factor-0.319) |
| 125 | 13th year(NPV Factor-0.290) |
| 126 | 14th year(NPV Factor-0.263) |
| 127 | 15th year(NPV Factor-0.239) |
| 128 | Electricity and fuel charges during O&M for 15 Years |
| 129 | Guaranteed Energy Consumption for 10 MLD STP at Thanabhawan town for the first month after successful trial run (Value should be entered in all cell of rows 14.02 to 14.05, after adjusting for energy generated through solar power plant if proposed to be installed) |
| 130 | For flow upto 6.93 MLD and BOD = 125 mg/L |
| 131 | For flow upto 6.93 MLD and BOD > 125 mg/L |
| 132 | For flow > 6.93 MLD and BOD=125 mg/L |
| 133 | For flow > 6.93 MLD and BOD > 125 mg/L |
| 134 | STP Average GEC |
| 135 | Power Charges for 10 MLD STP at Thanabhawan town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 7.74) (Not to be filled by the Bidder) |
| 136 | Guaranteed Energy Consumption for 10 MLD MPS at Thanabhawan town for the first month after successful trial run (Value must be entered for rows at S. No. 15.01 and 15.02 ) |
| 137 | For flow upto 6.93 MLD |
| 138 | For flow >6.93 MLD |
| 139 | SPS Average GEC |
| 140 | Power Charges for 10 MLD MPS at Thanabhawan town for Indicative Flow (= Sum of indicative flows in MLD X Units Consumed/MLD X 365 X 7.74) (Not to be filled by the Bidder) |
| 141 | Add GST (Excluding Sl.No. 13, 14, 15) |
| 142 | Land requirement (sqm) - 10 MLD STP at (Circle rate is Rs 1000.00 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. 4110 sqm) |
| 143 | Total in Figures (based on NPV of O&M Price and including Land Price) |
| 144 | Total in Figures (based on actual O&M Price and excluding Land Price) |
