6 MLD STP cum FSTP at Dibrugarh under AMRUT 2

Amount

Schedule I :- Engineering Services (Vetting of the Design for STP, Sewer Network and Electro-Mechanical Works to be done from any IIT/ NIT)

Survey Work, Hydraulic Design and As-Built Drawing :- Conducting survey of the DIBRUGAD Pilot project as per drawings / maps attached in the Bid Documents. The survey includes Carrying out necessary engineering Surveys and investigation such as topographical survey, hydrological survey geotechnical survey, land availability survey, soil condition survey, to prepare gap analysis, identification and development of important components for sewerage generation & managements. Population data, existing sanitation infrastructure & type of water bodies including road & house hold survey. Fixing up alignment, taking levels at every 50 m intervals, and at each crossing & junction of point, change of alignment. Survey to be carried out by qualified surveyors and with modern equipment viz. Total Station / DGPS and preparation of drawing in Auto CAD and GIS format as per instruction of Engineer - in - Charge. The data showing the alignment of sewer line, important land , habitation by hatch mark and submission of 3 (Six) copies of drawing (Hard Copy) as well as soft copy in (CD or DVD) with geo reference of all landmarks, important road crossings etc. Survey Work also Includes Household survey for finalizing house survey connections- As built drawing & other related sites of proposed areas in GIS Layer. Shep file layers, in projection (Latitude & Longitude). The location of completed works and alignment shall be marked in the drawing and it shall represent true locations at site as directed. Hydraulic Design and modelling of proposed sewerage system including trunk main, collection system, and structural Design, Detailed Engineering and Drawings with technical specifications of components (if any) included in proposed STP system completely in all respect. Any changes as required after re-Design, Detailed Engineering and Drawings with technical specifications (if needed) the system shall be informed to the Engineer-in-Charge and any other works as directed by Engineer in charge/ employer and after approval shall be executed for entire project area. (Note :- All the designs shall be got approved from the Employer before starting work)

Schedule II :- Sewerage Treatment Plant 6 Mld (MBBR Technology) (Vetting of the Design for STP to be done from any IIT/ NIT)

Wet well 6.00 m Dia 11.00 m Deep

Design, Construction & Commissioning of, wet well of 6.00 M Dia, 11.00 M Deep Including Excavation in all types of Strata, filling available excavated earth excluding rock, disposing of material, dewatering with providing & supplying, binding, reinforcement as per design requirement for Construction of R.C.C M30 Well staining including Construction of Pump house over wet well, in B.B. Masonry common burnt clay F.P.S. (non modular) bricks in C.M. 1:4, including 15 mm cement plaster, M.S. shutters, Doors, Windows, with oil bound washable distemper internal & external surface, Lightening Conductor, railing, MS ladder, MS Sluice gate, with M.S. chequered plate flooring Platform over Girder in Pump House & cost of all materials & labour, 6 Mld capacity Sewerage Treatment Plant (STP) for Dibrugarh area with all involved civil works etc. as per specification for civil components with all duties and taxes, etc. complete payment to All Permission to Concerned Authority, etc. complete and any other works as directed by Engineer in charge/employer.

B) Mechanical Works For Wet Well (6.00m Dia)

Mechanical Works :- Providing, erecting, testing and commissioning Sewage Submersible pump Non Clog type for Sewage water (5 sets) , 1 No discharge 153 LPS, 16 M Head, 61 HP, 2 Nos 68 LPS, 16 M Head 30 HP, 2 Nos 34 LPS, 16 M Head 16 HP. MS Dismantling Joint, Knife Gate Valves PN-10 /16 rated, Air Valve, C.I/DI.D/F Reflex valves, Butterfly valves and Sluice valves. (PN 1.6), D.I. pipes K-9 300 mm dia., M.S Pipes 5 mm to 8 mm thk, Welding work, Gas cutting either square cut or V cut pipes, plates, etc. of thickness., 5 mm.to 10 mm, Hydraulic Testing Giving satisfactory hydraulic testing of following all valves & pipes, Painting & Coating, Structural Steel Work, Pressure Guage, DI, MS Special, Thimble Mounted Sluice Gates, Lifting Equipment Chain Pulley Block suitable for capacity as below with 6 m lift 3 Ton, Travelling Trolley of capacity as below with 6 m lift, 3 Ton, Providing & Erecting one Mechanical Screen of Required Size and other Manual screen at Inlet components/ equipment's with all duties and taxes, etc. complete payment to All Permission to Concerned Authority, etc. complete and any other works as directed by Engineer in charge/employer.

Electrical Works For Wet Well (6.00m Dia)

Electrical Works :- LT Panel Board, APFC Panel of capacity 30 KVAR, Complete with Switchgear with Auto and Manual Option Incomer MCCB 100Amps 3 pole, 415VAC, Panel made in 16 SWG CRCA Sheet, Powder coated in Siemens Grey and wired with al required accessories and PLC Compatible. L.T Cables, Earthling GI Strip complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification, Electrification & Lighting, Commissioning internal Lighting, Cable trays, comprising all required standard accessories, components/equipment's with all duties and taxes, etc. complete payment to All Permission to Concerned Authority, etc. complete and any other essential works as directed by Engineer in charge/employer.

Instrumentation & SCADA works at 6.0 Mld Sewerage Treatment Plant

Instrumentation & SCADA works :- Providing, erecting Electric Valve Actuator for non-rising spindle type sluice valve of PN 1.6 rating, totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S-2, monitoring and communication of equipment & instruments at the STP. Ultrasonic Level transmitter-Output signal -4-20mA, 2-wire, Signal power source -24V DC Pressure transmitter - -Pencil type 0-10 bar Electromagnetic Flow meter, Power & Control Cables 12c x1.5 Sq.mm Cu, Multistrand (Control Cable), 3C X 1.5sq.mm Cu, Multistrand (Power cable), 1 pair -1sq. mm Cu, Multistrand (Instrument Cable), Standard Cat-6 cable (Lan Cable), components/ equipment's with all duties and taxes, etc. complete payment to All Permission to Concerned Authority, etc. complete and any other essential works as directed by Engineer in charge/employer.

DI K-9 Pumping Main

Providing and laying S&S Centrifugally Cast (Spun)/Ductile Iron Pipes conforming to IS:8329, providing push-on-joints to Centrifugally (Spun) Ductile Iron Pipes including testing of joints and the cost of rubber gasket, including Excavating trenches in all types of strata of required width for pipes, sockets, and dressing of sides, ramming of bottoms, refilling and disposing of surplus excavated soil as directed, D.I. Specials, mechanical jointing as per IS : 9523, providing and fixing D.I. Air Valve, sluice valves /Score Valve (with cap) complete with bolts, nuts, rubber insertions etc., providing erecting and commissioning MS dismantling joint including Dewatering as per requirement and departments approved drawing and specifications, including machining and rubber ring and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut and bolt etc. complete. The joint should have long bolts so that during normal working pressure there should be no sliding movement of sliding flanges LOF (length over flange) should not be less than 75% of dia. For 300 mm dia 50.00 m length.

Schedule III :- Sewerage Treatment Plant 6.0 Mld (MBBR Technology) (Vetting of the Design for sewer network to be done from any IIT/ NIT)

Design, Construction & Commissioning 6.0 Mld Capacity Sewerage Treatment Plant (STP), Design to take Pick load, for Dibrugarh area using Moving Bed Bio Reactor (MBBR) Process Technology. including hydraulic testing, Commissioning and giving satisfactory trial runs of STP with Pump House, inlet chamber, screen chamber, grit separator, MBBR / FAB (based on technologies providing attached growth on plastic media kept suspended in the waste water due to low density of plastic and provided with compressed air for aeration with very high MLSS of greater than 15,000 mg/lit.) tank, secondary clari settler, sludge sump, sludge thickener, treated water sump, chlorine contact tank, chlorinator room/shed, sludge centrifuge, associated piping work with required valves, gates, drains, pathways, administration block etc. complete as turnkey job with all involved civil, units as per detailed specifications for civil components with all duties and taxes, lead and lift of material etc. complete. Treated sewage can be used for irrigation, horticulture purposes. Including cost of Maintenance Room, Security Room, Administrative Building, & Borewell etc complete payment to All Permission to Concerned Authority, etc. complete and any other works as directed by Engineer in charge/employer.

Schedule IV :- Electro-Mechanical Works Instrument & control For STP 6.0 Mld Capacity (Vetting of the Design for Electro-Mechanical work to be done from any IIT/ NIT)

Mechanical Works :- Supply installation, testing and commissioning of following items 1) Supply, Installation & Testing of Sluice gates. Gates shall be in accordance with the specification and generally as per IS: 13349. 2) Fine Screen Channel at Inlet of size 400 x 800 including Engineering, Supply, Installation and Testing of Fine Screen as per specifications made of Stainless Steel (SS-304). 3) Supply Installation and Testing of Grit Mechanism, 4) Supply Installation and Testing of Submersible pumps the Pumps shall be submersible type of non – clog, 5) Supply Installation and Testing of Butterfly Valves the Butterfly Valves shall be eccentric and Short Body Type Valves as per BS 593 / IS 13095, Knife Gate Valves the valve shall meet the requirements of MSS SP 81 / AWWA C520-10, Body Type Valves as per BS 593 / IS 13095, 6) Supply Installation and Testing of Ductile Iron Pipes confirming to IS 8329-2000, MS Pipes as per IS 3589,SS-304 Pipes & Fittings, SS-304 perforated fabricated Pipes 7) Supply Installation and Testing of Hoists Electrically operated Hoist (EOH) - 2 ton capacity, Chain Pulley Block (CPB) with Travelling Trolley Chain Pulley Block (CPB) with Travelling Trolley - 1 ton capacity, 8) Supply, Installation and Testing of Tube settler media, Chlorination system, Poly dosing Tank Agitator, Poly dosing pumps, 9) Supply Installation and Testing of Centrifuge the Centrifuge capacity :- 12 kg/hr, MOC - 316 VFD operated, Centrifuge Screw Feed Pump Capacity :- 12 m3/hr, 10 ) Supply Installation and Testing of Air Blowers, 11) Supply Installation and Testing of Biological process Equipment/materials, 12) Supply Installation and Testing of pressure filters and activated carbon filter and its allied pumping arrangement 13) all allied accessories , piping, fitting fixtures for above equipment etc complete. Payment to All Permission to Concerned Authority, etc. complete and any other works as directed by Engineer in charge/employer.

Electrical Works :- MCC panels 14/16 SWG CRCA sheet box with supporting angles, self-locks, gasket having IP54,IK10 protection and slanting top to be erected on provided foundation complete as per specification no. IEC 61439, Push button station, LT cables Supplying, erecting & terminating FR PVC/XLPE insulated, galvanised steel formed wire armoured/ unarmoured cable 1100 V, 2/3/4 core aluminium/ copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification IS 7098 (Part I), Cable trays Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 150 mm width & 100 mm height comprising all required standard accessories, Earthling & protection Providing Chemical Earthling complete with Gel filled 50 mm dia 2 mtrs Copper bonded earthling electrode and 30 Kg Backfilling Compound, 11 Kv Transformer DP Structure, Transformer - 315 kVA Supplying, installing, testing & commissioning 3 phase, 11/0.433 kV, 50 Hz,315 kVA, Mineral oil immersed and naturally cooled outdoor type, Copper wound Non-sealed transformer delta/star connected, complete payment to All Permission to Concerned Authority, etc. complete and any other works as directed by Engineer in charge/employer.

Schedule V :- Collection & Trunk Sewer System ( DWC SN-8 Class Pipes Up to 200 mm) (Vetting of the Design for sewer network to be done from any IIT/ NIT)

HDPE DWC Pipes and Specials :- Design, supply, laying, hydro-testing, disinfection and commissioning of sewage, for HDPE Double wall corrugated SN-8 Class pipes for non-pressure underground drainage & sewerage Corrugated external surface Pipes of rating, IS marked confirming to IS 16098:Part 2 2013 with Socket, Spigot ends and titan joints in standard working lengths with plain, double socket, Socketed and specials conforming to IS:16098 :part -2 2013. including dismantling of all type of pavements, and foundations , Excavating trenches in all types of strata & lifts of required width for pipes, sockets, and dressing of sides, ramming of bottoms, PCC, sand bedding with approved graded sand as required, backfilling of trenches with approved grade excavated materials and stone dust filling as per PWD requirement, disposing of surplus excavated soil, as required including loading and unloading of all material with all lead and lift, Shuttering and shoring the earth at different levels in trances with prop, struts, planks, timbers, nails etc, including dewatering if necessary, including nalla/Stream/ culvert crossing, construction of pedestals, Third party inspection (Pre & Post), hydro-testing, commissioning complete for collection system as per Technical Specifications, proper safety arrangements, and any other works as directed by any other essential works as directed by Engineer in charge/ employer.

150 to 200 mm dia DWC SN-8 Class pipe (inclusive of all fittings and other relevant accessories)

Schedule VI :- Collection & Trunk Sewer System ( RCC NP3 CLASS Pipes 500 mm) (Vetting of the Design for sewer network to be done from any IIT/ NIT)

RCC NP3 Class Pipe :- Design, Providing, supply, laying, hydro-testing, disinfection and commissioning, including transportation, loading, unloading, Stacking of Non Pressure NP-3 class (Medium duty) R.C.C.pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete for the entire implemented network system. Road cut / railway crossing/ nalla/ drain/ culvert crossing, jointing and hydro-testing including dismantling of all type of pavements, and foundations, Excavating trenches in all types of strata & lifts of required width for pipes, sockets, and dressing of sides, ramming of bottoms, PCC, sand bedding with approved graded sand as required, backfilling of trenches with approved grade excavated materials and stone dust filling as per PWD requirement, disposing of surplus excavated soil, as required including loading and unloading of all material with all lead and lift, Shuttering and shoring the earth at different levels in trances with prop, struts, planks, timbers, nails etc, including dewatering if necessary, including construction of pedestals, Third party inspection (Pre & Post), hydro-testing, commissioning complete for collection system as per Technical Specifications, with proper safety arrangements, as per Technical Specifications and any other essential works as directed by Engineer in charge/ employer.

RCC NP3 CLASS Pipes 500 mm (inclusive of all fittings and other relevant accessories)

Schedule VII :- Drainage drops for Sewer System

Drainage drops :- Providing S.W. or R.C.C pipes in vertical drop arrangement including providing 200 mm dia S.W. and R.C.C. pipe of 500 mm dia fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee, 150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe, double tee, bend up to the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by engineer-in-charge (0.60 m depth) excluding cost of chamber. As per Technical Specifications and any other essential works as directed by Engineer in charge/ employer.

150 to 500 mm Dia

Schedule VIII :- Manhole Chamber (Bricks & RCC)

Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, with SFRC Cover and frame 560 mm internal diameter all complete as per standard design &Technical Specifications and any other essential works as directed by Engineer in charge/ employer.

1.0 M Dia, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5,Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond 0.91 m to 1.67 m

1.2 M Dia, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5,Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m

Providing and constructing on sewer, RCC (M-250) circular manhole concentric cone of following dia. at bottom and 0.5 M at top and up to required depth with providing C.I. dapuri type steps each weighing 5.5 Kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 560 cm dia. etc. Complete as directed by Engineer-in-charge.

1.0 M dia, With RCC (M-250) circular manhole concentric cone

1.20 M dia, With RCC (M-250) circular manhole concentric cone

1.50 M dia, With RCC (M-250) circular manhole concentric cone

Schedule IX :- House Service Connections

House Service Connection :- Including supply, transportation to site, laying and jointing DWC pipe of 100 mm dia. & constructing brick masonry circular type Property chamber 0.91 m internal dia at bottom and 0.56m dia at top, with necessary excavation, pipe bedding, refilling of trenches, compacting etc., complete required for house service connections with necessary internal sanitary plumbing of DWC pipe & gully tarps at outlet of toilet blocks for making connection of single/double or multiple house to common property chamber, laying and jointing pipe from property Manhole to street Manhole, Including disposal of surplus material etc. Complete as directed by Engineer-in-charge.

Schedule X :- Road Reinstating

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications. Restoration or bituminous road - tack coat over WMM + bituminous macadm + pre-mix carpet. Cement Concrete Road Restoration Dry Lean Cement Concrete Sub- base of 150 mm thickness and cement concrete pavement of 300mm thickness as per specification as directions of Engineer-in-Charge & directed by the employer.

Tar Road, Cement concrete Road & Paver block road

Schedule XI :- Other Works

Jetting Cum Suction Machine (2000 lt Capacity) :- Providing & Fixing of Jetting cum Suction Machine 1 nos of 2000 litre Capacity In STP Plant With all Specification as per required standard, & As directed by the Employer.

11 KV H.T Cable :- Providing & Supplying Including Lowering & Laying, Jointing, testing H.T. Cable for New STP from nearest 11 KV.DP.

Commissioning of Diesel Generating Set With Alternator of 200 KVA.

Schedule-XII :- Operation and Maintenance

Operation and Maintenance (after completion of Capex work and trial & satisfactory commissioning of complete project) :- Operation, maintenance, excluding APDCL charges for Power Consumption, but including required Manpower, chemicals and spares, material, repairing of all components as required, repair to pipeline leakages, road restoration for the repairing works, painting of civil or non-civil structures (if any), retrofitting works of the civil structure wherever necessary and management of Sewerage Treatment plant (proposed) pumps and motors, pumping stations, including, mechanical, electrical panels, necessary accessories and SCADA systems, it also includes activities for maintenance of campus development, administrative building, laboratory, horticulture, etc. and all works related to plant operation as per scope of work and specification and performance indicator and other relevant works. (if any), including all trunk mains, collecting system, pumping main and allied works for Five years as per specifications attached and any other essential works as directed by Engineer in charge/ employer. (APDCL Energy Charges will be borne by the ULB)

1st year of Operation and Maintenance

2nd year of Operation and Maintenance

3rd year of Operation and Maintenance

4th year of Operation and Maintenance

5th year of Operation and Maintenance

Iqbal Hussain (BID ID -260234)