Execution of Pollution Abatement Works I and D With STP for River Alaknanda in Uttarakhand State Including O and M Of 1 Year for I and D Works and O and M of 15 Years for STPs for Joshimath Srinagar and Upgradation of 3 point 5 MLD STP at Srinagar

Amount

PART A:- JOSHIMATH TOWN

INTERCEPTION & DIVERSION WORKS AND OTHER WORKS

Excavation of earth below G.L. by manually or mechanically means for laying of sewer manholes, Gully pits, Chambers etc. in soil mixed with morum, shingle & kankar etc using of any special T&P if required including extra excavation below inverts, trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of work.

Excavation of earth below G.L. by manually or mechanically means for laying of sewer manholes, Gully pits, Chambers etc. In Medium Rock (boulders of size more than 300 mm) using of any special T&P if required including extra excavation below inverts,trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of work.

Excavation of earth below G.L. by manually or mechanically means for laying of sewer manholes, Gully pits, Chambers etc. In Hard Rock (boulders of size more than 300 mm) using of any special T&P if required including extra excavation below inverts,trimming & dressing of sides, levelling and back filling of trenches by excavated earth in 20 cm layers,watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50 meters from the center of trenches and cleaning of site properly after completion of work.

Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per technical specification by manual means in bituminous courcses as per direction of Engg-in-Charge.

Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 50 m, stacking serviceable and unserviceable materials separately as per direction of Engineer - in - charge.

Disposal of surplus earth / dismantelled malba outside the Municipal Limit - 8 km from site of work as per direction of Engineer-in-charge.

Cartage of excavated earth from site to the place as directed by Engineer-In-Charge by head load upto a distance of 60m.

Re Cartage of excavated earth from site to the place as directed by Engineer-In-Charge by head load upto a distance of 60m.

Supply of all material, labour and T&P to provide the barricading along trench during excavation and laying of pipe with eucalyptus ballies of 100mm dia in horizontal section in two rows and vertical post of 125 mm dia at 2 m C/C fastened with Nariyal rope including provision of caution board.

Supplying and Laying, jointing of following diameter Ductile Iron (DI) K-7 S&S pipes conforming to IS:8329 with rubber gaskets to site of works, lowering the same to the trenches below ground level true to alignment making the joins with approved EPDM quality of rubber gasket including cost of all jointing materials and testing etc complete including required bends & specials etc whatsoever as required for proper completion of work.

0.00 to 1.50 m BGL

Dia. of Ductile Iron (DI) K-7 S&S pipe 250 mm

Supply of all materials, labour, T & P etc. and construct RCC manhole of following sizes as per drawing attached. Bed concrete of manhole will be in cement concrete 1:4:8, channel and benching in PCC 1:2:4, fixing of foot step, EHD manhole cover with frame.

900 mm dia. of manhole upto 1.65 m depth

Supply of all materials, labour, T & P etc. and construct RCC manhole consisting of RCC shaft for following sizes as per drawing attached. Addition or Substraction due to variation in Shaft for the following sizes of manhole

900 mm dia. of manhole upto 1.65 m depth

Provision for protection or shifting/repairing charges to electric and telephone poles during excavation.

Provision for crossing sewers through existing drains coming across the alignment of sewer including making it good after laying the pipe.

Provision for shifting and reinstatement of domestic water supply connection in the alignment including all material, labour and T&P etc.

Protection works in RR 1:6 for carrier line.

RCC pillars for pipe support at land subsidised area as per design

Provision for cleaning of nallah/drain after execution of laying works

Provision for drain/nallah covering using RCC M-15 slab of 10cm thick as per direction of Engineer-In-Charge. Average Width of Nallah = 1m

Provision for drain/nallah fencing using MS sections as per design direction of Engineer-In-Charge.

Provision for drain/nallah repairing works average 10m length using PCC of 1:2:4 as per direction of Engineer-In-Charge.

Construction of approach road (bitumenous road of 3.75m wide) from road head to STP's as per specifications given in section-V road works and as per relevant IS codes/IRC guidelines

RCC Site protection works at

STP-1: Marwari- 2.70 MLD

STP-2: Pokhari - 1.08 MLD

SEWAGE TREATMENT PLANTS

STP#1 Marwari 2.70 MLD- Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant

PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and compound wall bypass + treated effluent RCC drain, external electrification plans, including vetting of drawings from reputed institute like IIT, etc.As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets in hard copy + 2 soft copies).

Civil, Mechanical and Electrical & Instrumentation works as per specifications given in the bid document.

Online Monitoring system as per specifications given in the bid document.

Treated Effluent Disposal pipe line as per specifications given in the bid document.

STP#2 Pokhari 1.08 MLD Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant

PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and compound wall bypass + treated effluent RCC drain, external electrification plans, including vetting of drawings from reputed institute like IIT, etc.As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets in hard copy + 2 soft copies).

Civil, Mechanical and Electrical & Instrumentation works as per specifications given in the bid document.

Online Monitoring system as per specifications given in the bid document.

Treated Effluent Disposal pipe line as per specifications given in the bid document.

1 YEAR OPERATION & MAINTENANCE OF I&D WORKS)

Annual Operation & Maintenance of Civil works , nallah/drain covering, Interception Structure ,Fencing of Nala , its other allied works executed under this bid including all Manpower , Material, T&P etc. complete for one Year

OPERATION & MAINTENANCE OF STP#1 Marwari 2.70 MLD

Annual O & M Prices of STP except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of 2.10 above : Design Build etc. Work for STP)

For 2nd year - 105% on previous year

For 3rd year - 105% on previous year

For 4th year - 106% on previous year

For 5th year - 106% on previous year

For 6th year - 106% on previous year

For 7th year - 107% on previous year

For 8th year - 107% on previous year

For 9th year - 107% on previous year

For 10th year - 108% on previous year

For 11th year - 108% on previous year

For 12th year - 108% on previous year

For 13th year - 109% on previous year

For 14th year - 109% on previous year

For 15th year - 109% on previous year

OPERATION & MAINTENANCE OF STP#2 POKHARI 1.08 MLD

Annual O & M Prices of ST'P's except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of 2.20 above : Design Build etc. Work for STP)

For 2nd year - 105% on previous year

For 3rd year - 105% on previous year

For 4th year - 106% on previous year

For 5th year - 106% on previous year

For 6th year - 106% on previous year

For 7th year - 107% on previous year

For 8th year - 107% on previous year

For 9th year - 107% on previous year

For 10th year - 108% on previous year

For 11th year - 108% on previous year

For 12th year - 108% on previous year

For 13th year - 109% on previous year

For 14th year - 109% on previous year

For 15th year - 109% on previous year

PART B:- Srinagar I&D with STP

INTERCEPTION & DIVERSION WORKS AND APPURTENANTS WORKS

Dismantling of road for sewers, manholes, sewer connecting chambers etc. including sorting out and stacking of materials (serviceable materials) and disposal of unserviceable materials up to a distance of 50 m.

Bituminous

Cement concrete Roads

Paving Tiles

Excavation of earth for the following depth below G.L. for laying of sewer, sewer manholes, Gully pits, Chambers, sumps etc. in soil mixed with Shingle, morrum, kankar etc. including cutting of joints, pits, trimming, dressing, levelling, refilling of trenches in 20 cm lay and stacking of useful materials within 50 meters

0.00 - 1.50 m depth B.G.L.

1.50 - 3.00 m depth B.G.L

3.00 - 4.50 m depth B.G.L.

Excavation of earth for the following depth below G.L. for laying of sewer, sewer manholes, Gully pits, Chambers, sumps etc. in medium rock / boulder by chiselling including cutting of joints, pits, trimming, dressing, levelling, refilling of trenches in 20 cm lay and stacking of useful materials within 50 meters

0.00 - 1.50 m depth B.G.L.

1.50 - 3.00 m depth B.G.L

3.00 - 4.50 m depth B.G.L.

Provide and fix open timbering, covering 1/3rd of surface area by planks, in trenches for the depth up to 3m B.G.L. consisting of 40 mm thick approved country wood planks for poling boards 125mm x 75mm Indian Sal Wood wallers and 100mm dia sal ballies

Provide & fix close timbering in trenches for the depth upto 3 mt. below ground level consisting of 40mm thick approved country wood planks for poling board 125mm x 75mm indian salwood walers and 100 mm dia ballies

0.0 - 3.0m depth B.G.L.

provide & fix close timbering in trenches for the depth from 3 mt. to 6mt below G.L. with 50mm thick country wood planks 150mm x 75mm indian salwood walers and 125mm dia sal ballies

3.0 - 6.0m depth B.G.L.

Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron, Class K-7 Pipes conforming to IS : 8329

Providing push-on-joints to centrifugally (Spun) Cast Iron pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket.

Providing ISI marked PE-80, PN-4 and SDR -19 HDPE pipes as per IS:14333 suitable for butt fusion jointing

Laying and positioning in trenches PE-80, PN 4 pipes as per IS 7634(Part II & III) including testing but excluding the cost of jointing

Providing Butt fusion welding joint to PE 80 PN 4 HDPE pipes as per DVS 2207 part II

Constructing Brick masonry circular type manhole 0.91 internal dia at bottom 0 .91 m deep with SFRC cover and frame (Heavy duty,HD -20 grade designation )560 mm internal diameter confirming to I.S 12592,total- weight of cover and frame to be not less than 182 kg ,fixed cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)including supply and fixing of orange colour safety foot rest, all required constrction materials,man power, T&P,centering shuttering all complete.

with FPS bricks of class designation 75

Extra depth for circular type manhole 0.91 m internal dia (at bottom) beyond .91 m

with FPS bricks of class designation 75

Supply of all materials, labour, and T&P etc. all complete and construct RCC Circular type manholes of the following size

1200 mm Dia x 3.0 m Deep

1500 mm Dia x 5.0 m Deep

Supply of all materials, labour and T&P etc. all complete to regulate excess or less height of following size of RCC manholes.

1200 mm Dia x 3.0 m Deep

1500 mm Dia x 5.0 m Deep

Supply of all materials, labour, and T&P etc. all complete and construct HDPE Circular type manholes of the following size

800 mm Dia x 1.75 m deep

Supply of all materials, labour and T&P etc. all complete to regulate excess or less height of following size of HDPE manholes.

800 mm Dia x 1.70 m Deep

Providing sand bedding using available local sand including ramming, compaction etc. complete for pipe bedding and surrounding as directed by Engineer-In-Charge

100 mm thick

Provision for shifting and repairing of house water connections coming across the alignment of sewers including supply of all materials, labour, T&P etc. complete.

15 mm dia

Provision for shifting & repair of water supply mains including bailing out of water and supply of all materials, labour, T&P etc. complete.

upto 80 mm

Provsion for Cost of protection of poles

Protection works for poles

Provision of barricading and necessary diversion of road/lanes with the help of ballies, ropes, flags, signals and light signals etc. as per requirement.

Cartage of excavated earth from site to the place (by mule load for a distance of 90 m and tractor trolley for a distance of 1000 meter) as directed by Engineer-in-charge (the work being in narrow lanes) and carrying back for filling of trenches after laying and jointing the pipes assuming 40% of the total excavated earth.

Re-Cartage of above carted earth back to site assuming 90% of carted earth.

Cartage and disposal of surplus earth within 8 kms. Distance

NALA TAPPING ARRANGMENTS

Construction of Nala Tapping arrangements including supply and fixing of weir, sluice gates, bar screens and connection to sewer line

Construction of drain tapping arrangements including Gully pit and making connection to sewer line, supply of all materials, labours,T&P etc complete.

Repairing & Restoration works at existing Nala Tappings incuding supply of all damaged materials like as screen, gate etc complete and to make arrangement as fully functional.

Rising Main From SPS to Master manhole

Road work

Dismantling cement concrete (road) manually /by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1:3:6 or richer mix

Dismantling of flexible pavement (bituminous coarse ) by mechanical means and disposal of dismatled material up to lead of 1000 meter as per direction of engineer - in - charge

Earth Works

Excavation of earth for the following depth below G.L. for laying of sewer, sewer manholes, Gully pits, Chambers, sumps etc. in soil mixed with Shingle, morrum, kankar etc. including cutting of joints, pits, trimming, dressing, levelling, refilling of trenches in 20 cm lay and stacking of useful materials within 50 meters

Excavation of earth for the following depth below G.L. for laying of sewer, sewer manholes, Gully pits, Chambers, sumps etc. in medium rock / boulder by chiselling including cutting of joints, pits, trimming, dressing, levelling, refilling of trenches in 20 cm lay and stacking of useful materials within 50 meters

Providing and laying S&S centrifugally cast (spun)/ Ductile iron pipes conforming to IS : 8329 150 mm dia Ductile Iron Class K-9 pipes

Providing and fixing C.I. sluice valves (with cap & Actuator) complete with bolts, nuts, rubber insertions etc. 150 mm diameter (PN 1.0)

Providing and fixing C.I. double acting 50 mm diameter air valve of approved quality with bolts, nuts, rubber insertion etc. complete (the tail pieces, tapers etc if required will be paid separately):

Providing and laying D.I. special of class K-12 suitable for push on jointing as per as IS: 9523 up to 600 mm dia

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation & foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : Constructing masonry chamber with F.P.S. Bricks

Provision of barricading and necessary diversion of road/lanes with the help of ballies, ropes, flags, signals and light signals etc. as per requirement.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form work for Foundation, footings, bases for columns

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering , shuttering, finishing and reinforcement- All work up to plinth level: 1:1:2 ( 1 cement: 1 coarse sand : 2 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form work for Foundation, footings, bases for columns

Provision of sand bedding below pipe to provide even surface (as the soil consists of boulders)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consoildating each deposited layer by ramming and dewatering, lead up to 50 m and lift upto 1.5 m

Carriage of material by mechanical transport including loading, unloading and stacking at site upto 8 km lead

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Tor Steel Fe 415.

Sewage Pumping Station (SPS) near Ghasiya Mahadev Temple

Geo-technical investigation, Design & Construction of 3.0 M Internal dia. sewage Pumping Station with screening chamber as per site condition, Supply, installation, testing and commissioning of all electrical, Mechanical and instrumation works for SPS including supply of all material, labour, T&P etc. complete for construction, commissioning, testing of RCC circular sump well, semicircular pump house, screening chamber, generator foundation & Shed and its appurtenant works including open excavation and dewatering, stairs in sump well from deck slab to bottom of sump well, also stair case in screening chamber. balcony 90 cm at deck slab around the sump well and railing as per drawing with neat cement finishing of all RCC work as per design & drawings and as per instruction of Engineer in-charge. Design and provisions as per CPHEEO manual and relevent IS Codes and as per site conditions.

SEWAGE TREATMENT PLANT(S)

STP#1 Near ITI 1.00 Mld With provision of future Expansion up to 2.00 MLD- Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant

PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and compound wall bypass + treated effluent RCC drain, external electrification plans, including vetting of drawings from reputed institute like IIT, etc.As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets in hard copy + 2 soft copies).

Civil, Mechanical and Electrical & Instrumentation works as per specifications given in the bid document.

Supply, Installation, erection of Online Monitoring system as per Technical specifications

Construction of Approach Road Works, Boundary and Protection Wall etc at STP/SPS site.

1 YEAR OPERATION & MAINTENANCE OF I&D WORKS)

Annual Operation & Maintenance of Civil works , nallah/drain covering, Interception Structure ,Fencing of Nala, Rising Main, , its other allied works executed under this bid including all Manpower , Material, T&P etc. complete for one Year

OPERATION & MAINTENANCE OF SEWAGE PUMPING STATION NEAR GHASIYA MAHADEV TEMPLE -

Annual O & M Cost of SPS except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for SPS Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items etc.) and Variable Cost (Including cost of Disposal of Plant Residuals viz. Screenings, Grits etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of 3.0 above : Design Build etc. Work for SPS)

For 2nd year - 105% on previous year

For 3rd year - 105% on previous year

For 4th year - 106% on previous year

For 5th year - 106% on previous year

For 6th year - 106% on previous year

For 7th year - 107% on previous year

For 8th year - 107% on previous year

For 9th year - 107% on previous year

For 10th year - 108% on previous year

For 11th year - 108% on previous year

For 12th year - 108% on previous year

For 13th year - 109% on previous year

For 14th year - 109% on previous year

For 15th year - 109% on previous year

OPERATION & MAINTENANCE OF STP#1 Near ITI 1.00MLD With provision of future Expansion up to 2.00 MLD-

Annual O & M Prices of STP except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of 4.0 above : Design Build etc. Work for STP)

For 2nd year - 105% on previous year

For 3rd year - 105% on previous year

For 4th year - 106% on previous year

For 5th year - 106% on previous year

For 6th year - 106% on previous year

For 7th year - 107% on previous year

For 8th year - 107% on previous year

For 9th year - 107% on previous year

For 10th year - 108% on previous year

For 11th year - 108% on previous year

For 12th year - 108% on previous year

For 13th year - 109% on previous year

For 14th year - 109% on previous year

For 15th year - 109% on previous year

PART C:- SRINAGAR 3.50 MLD STP UPGRADATION

UPGRADATION OF EXISTING 3.50 MLD SEWAGE TREATMENT PLANT

STP#1 Near New Bus Stand 3.50MLD (Existing)- Up-gradation of STP for new CPCB Parameters given in Contract Data Sheet, Design, Construction, Supply, Erection, Installation & commissioning of additional and existing Civil, Mechanical, Electricals, and Instrumentation works given in Contract Data Sheet Sewage Treatment Plant on DBOT basis.

PROCESS DESIGN ENGINEERING AND DRAWINGS :- Process & Instrumentation Diagrams, Flow Charts, Hydraulic Diagram and Complete Process Design, Site Layout Plan and Site Grading Plan, Single line Diagrams, Control Philosophy & Basic Electrical and Instrumentation Drawings, Preparation of “QA” and construction procedure manual along with “Test Plan”, Civil and Mechanical General Arrangement Drawings, Architectural Drawings, Structural Designs and Drawings and Construction Drawings, Mechanical and Piping data sheets and Drawings, Detailed Electrical and Instrumentation and control Systems, Drawings and datasheets including PLC and SCADA, Ancillary Works and Non-Technology Structural Drawings including roads and drainage and compound wall bypass + treated effluent RCC drain, external electrification plans, including vetting of drawings from reputed institute like IIT, etc.As-Built Drawings, Operation and Maintenance Manuals and Training Program and Manuals, etc. complete (To be submitted in 6 Nos. sets in hard copy + 2 soft copies).

All Civil, Mechanical and Electrical & Instrumentation works for Upgradation of Existing 3.50Mld STP and 3Months Testing & Commissioning for STP- This Item includes Site development works and Construction of RCC plateform, boundry wall, approach road/path and other civil structure as per site requirement, depending upon proposed technology and considering protection of structures and machinery from High Flood Level of adjcent River Alaknanda. Including supply of machines & equipment, erection of equipment, civil, electro mechanical and instrumentation control works with transformer & DG set of required capacity complete for commissioning of STP including testing & commissioning and trial run of 3Months.

Supply and Installation of Online Monitoring system at Inlet and outlet / raw sewage processing points and treated effluent monitoring

OPERATION & MAINTENANCE OF UP-GRADED 3.50 MLD STP NEAR NEW BUS STAND

Annual O&M Prices of STP except Electricity and Fuel (HSD+Lubricants) charges (The cost included herein are the yearly cost for plant Operation & maintenance including fixed cost (Cost of Manpower to be deployed, General Maintenance of Civil Structures, preventive and Breakdown Maintenance of Mechanical equipment, Electrical items, Field & Laboratory Instruments, Supply of Laboratory Chemicals / Glassware / Consumable / Spares etc.) and Variable Cost (Including cost of Chemicals & Disposal of Plant Residuals viz. Screenings, Grits, Dewatered Sludge, etc)

For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of 1.1 above : Design Build etc. Work for STP)

For 2nd year - 105% on previous year

For 3rd year - 105% on previous year

For 4th year - 106% on previous year

For 5th year - 106% on previous year

For 6th year - 106% on previous year

For 7th year - 107% on previous year

For 8th year - 107% on previous year

For 9th year - 107% on previous year

For 10th year - 108% on previous year

For 11th year - 108% on previous year

For 12th year - 108% on previous year

For 13th year - 109% on previous year

For 14th year - 109% on previous year

For 15th year - 109% on previous year

AYYAPPA INFRA PROJECTS PRIVATE LIMITED