Pey Jal Nigam Uttarakhand Tender
View complete overview of Uttarakhand Pey Jal Nigam Uttarakhand Tender
Pey Jal Nigam Uttarakhand Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date23 Nov 2022
Closing Date24 Feb 2023
Tender Amount₹ 61,02,24,583
Costs
EMD
₹ 85,17,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MDPEY_51989_1Bid Award Id
ViewTender No
2446/Lekha-06/78 Dated 07.10.2022Tender Authority
Pey Jal Nigam Uttarakhand ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
Dismantling of Bituminous road for sewer, manholes, sewer connecting chamber etc. including sorting out and stacking of materials (serviceable materials) and disposal of unserviceable materials up to a distance of 50m.
697.5
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Excavation for base depth of earth below G.L. by manually or mechanically means for laying of sewer, manholes, gully pits, chambers etc. in soil mixed with morrum, shingle & kankar etc using of any special T&P if required including extra excavation for base depth 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.
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(a) 0.00 - 1.50 m depth B.G.L
11321.25
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(b) 1.50 - 3.00 m depth B.G.L
1721.25
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(c) 3.00 - 4.50 m depth B.G.L
802.15
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Provide and fix open timbering, (covering 1/3rd of surface area by planks), in trenches for the depth up to 3m BGL consisting of 40 mm thick approved country wood planks for poling boards 125mm x 75mm Indian sal wood wallers and 100 mm dia sal ballies for strut fixed at 1.50m c/c including its removal after laying of sewers, both sides of timbering shall be taken as one side for the purpose of payment and measurements i.e. area = length x depth of trench. Dismantled timbering material will be the property of the contractor
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(a) depth upto 1.50 m to 3.00 m B.G.L
500
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(b) depth upto 3.00 m to 4.50 m B.G.L
465
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Supply, carting, laying & jointing of following dia. D.I. class K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. (D.I. class K-7 S&S pipe confirming to IS :8329/2000)
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(a) 200mm dia DI K-7
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(i) 0.00 - 1.50 m depth B.G.L
200
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(b) 250mm dia DI K-7
-
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(i) 1.50 - 3.00 m depth B.G.L
150
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(c) 450 mm dia DI K-7
-
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(i) 1.50 - 3.00 m depth B.G.L
150
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(d) 500 mm dia DI K-7
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(i) 1.50 - 3.00 m depth B.G.L
465
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Construction of circular RCC Manhole chambers as per approved drawing and specification mentioned in relevant clauses including carting fixing of ferro cement EHD manhole covers with frame and PVC coated CI Footsteps, supply of all materials, labour, T&P with testing etc. complete.
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(a) 0.90 m dia & 1.65 m depth
5
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(b) 1.20 m dia & 2.30 m depth
5
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(c) 1.50 m dia & 3.00 m depth
15
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Provide all materials, labour T&P etc. and construct shaft to regulate excess or less height of RCC Manhole Chamber of the following size.
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(a) 0.90 m dia & 1.65 m depth
0.5
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(b) 1.20 m dia & 2.30 m depth
3.5
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(c) 1.50 m dia & 3.00 m depth
17.25
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Cartage of excavated earth from site to place as per direction of Engineer-in-charge by head load (the work being in narrow lanes) and carrying back for filling of trenches after laying and joining the pipes on an average distance of 500 m in one side by manual labour.
2076.69
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Disposal of surplus earth / dismantelled materials outside the Municipal Limit - 8 km from site of work as per direction of Engineer-in-charge.
35.31
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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.
965
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Shifting of water supply mains coming across the alignment of sewers including supply of all materials, labour, T&P etc. complete.
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(a) 32-40 mm dia
25
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(a) 50-80 mm dia
5
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Shifting of sewer connections coming across the alignment of sewers including supply of all materials, labour, T&P etc. complete up to 150 mm dia.
20
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Repairs and renovation of house water connections including bailing out of water and supply of all materials, labour, T&P etc. complete.
5
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Reinstatement of CC Road or village path pavement using PCC 1:4:8 after laying different sizes of sewer pipes & construction of manhole including supply of all labour, T&P etc. complete as per technical specifications.
111.67
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Reinstatement of CC Road or village path pavement using PCC 1:2:4 after laying different sizes of sewer pipes & construction of manhole including supply of all labour, T&P etc. complete as per technical specifications.
223.33
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HOUSE SERVICE CONNECTIONS
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Providing House Connections including supply of all materials, labour, T&P etc. complete as per direction of Engineer-in-charge.
2420
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Construction of brick masonry house connecting chambers of the 0.60x0.60 m size depth up to 0.80 m as per site requirement including necessary excavation, road cutting, reinstatement of road and making connection in manhole complete as per direction of engineer in charge including supply of all materials, labour and T&P etc. complete.
1210
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Supply, carting, laying & jointing of 150 mm dia R.C.C. RCC NP-3 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches in following depths below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soakedin bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding the excavation and backfilling of trenches upto ground level.
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(a) 0.00 - 1.50 m depth B.G.L
12000
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CURED-IN-PLACE-PIPE (CIPP) LINING WORKS
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Condition assessment CCTV survey of site using 360 pan and tilt, colour camera.
1544
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Removal off roots with appropriate tools, cleaning/desilting with super sucker machine including disposal of the silt within the municipal limits.
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(a) 350 mm
30
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(b) 400 mm
125
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(c) 450 mm
504
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(d) 500 mm
885
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Pre-lining CCTV Survey using 360 degree pan and tilt colour camera.
1544
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Design, Manufacture, supply and installation of CIPP liner using steam/water curing method as per site conditions including Installing the Rokkas/Plugs in the stretch to be lined, diversion of flow until the liner is installed, Design of the liner as per ASTM Standard, Manufacture and deliver the line at site & Impregnation of the liner with all the chemicals required.
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(a) 350 mm
30
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(b) 400 mm
125
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(c) 450 mm
504
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(d) 500 mm
885
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Post-lining CCTV Survey using 360 degree pan and tilt colour camera.
1544
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Manhole Rehabilitation using Epoxy Coating.
51
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Reinstatement of CC Road or village path pavement (PCC 1:4:8 after laying different sizes of sewer pipes, & construction of manhole including supply of all labour, T&P etc. complete
5.5
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Reinstatement of CC Road or village path pavement (PCC 1:2:4 after laying different sizes of sewer pipes, & construction of manhole including supply of all labour, T&P etc. complete
11
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Raising of the height of Manholes which were covered by Road during reconstruction / Upgrading of roads & refixing of manhole cover 560 mm dia
40
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Cleaning of chocked sewer line upto 300 mm dia at Dhalwala area including supply of all T&P etc complete.
925
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Cleaning of Existing Manholes at Dhalwala area including searching of the manhole hidden under the Bitumenous Road due to reconstruction & Upgrading of the roads, including supply of all labour, materials, T&P etc complete.
20
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Cleaning of Existing Manholes at Dhalwala area including searching of the manhole hidden under the cement concrete road due to reconstruction & Upgrading of the roads, including supply of all labour, materials, T&P etc and dismantling of cement concrete Path/ Road/ Gali roads complete.
32
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SEWAGE TREATMENT PLANTS
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8.00 MLD STP at Chorpani, Dhalwala -
Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant as per approved design & drawings.
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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 line upto the disposal point as per direction of engineer-in-charge, 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).
1
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-
Civil, Mechanical and Electrical & Instrumentation works including testing & commissioning complete as per approved design, drawings and technical specifications.
1
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Treated Effluent disposal pipe line including testing & commissioning complete as per approved design, drawing and technical specifications.
150
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Supply & installation of online monitoring system at 8.0 MLD STP, Chorpani including testing & commissioning complete as per approved design, drawing and technical specifications.
1
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0.30 MLD (300 KLD) STP near Ganga Vatika, Dhalwala -
Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant based on Johkasou Technology as per approved design & drawings.
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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 line upto the disposal point as per direction of Engineer-in-charge, 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).
1
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-
Civil, Electrical & Mechanical and instrumentation works of STP including testing & commissioning complete as per approved design & drawings also includes construction of Nala Tapping and diversion arrangement for Ganga Vatika drain, laying of treated effluent line as per design & drawings.
1
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-
Costruction of boundary wall & Gate, protection works, approach road as per approved design, drawing and technical specification for Johkasou STP.
1
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Supply & installation of online monitoring system at 0.30 MLD (300 KLD) STP, Dhalwala including testing & commissioning complete as per approved design, drawing and technical specifications.
1
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-
OPERATION AND MAINTENANCE
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15 Years Operation & Maintenance of 8.00 MLD STP at Chorpani, Dhalwala
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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)
-
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-
For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of Design Build etc. work for STP
1
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-
For 2nd year
1
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-
For 3rd year
1
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-
For 4th year
1
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-
For 5th year
1
-
-
For 6th year
1
-
-
For 7th year
1
-
-
For 8th year
1
-
-
For 9th year
1
-
-
For 10th year
1
-
-
For 11th year
1
-
-
For 12th year
1
-
-
For 13th year
1
-
-
For 14th year
1
-
-
For 15th year
1
-
-
15 Years Operation & Maintenance of 300 KLD STP based on Johkasou Technology near Ganga Vatika at Dhalwala
-
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-
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)
-
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-
For 1st year (Please Note - This item not to be quoted less then 3.0% of the TOTAL of Design Build etc. work for STP
1
-
-
For 2nd year
1
-
-
For 3rd year
1
-
-
For 4th year
1
-
-
For 5th year
1
-
-
For 6th year
1
-
-
For 7th year
1
-
-
For 8th year
1
-
-
For 9th year
1
-
-
For 10th year
1
-
-
For 11th year
1
-
-
For 12th year
1
-
-
For 13th year
1
-
-
For 14th year
1
-
-
For 15th year
1
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-
JONK-SWARGASHRAM TOWN
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Survey, Design, construction, Testing and Commissioning of Sewage pumping station (17.54 MLD peak, 7.89 MLD average flow in design year & 12.76 MLD peak, 6.0 MLD average flow in mid year) near Existing 3.0 MLD STP at Swargashram by well sinking method or any other suitable method including submission of General Arrangements, Architectural, Structural design and drawing, Mechanical, Electrical, Instrumentation and Control Systems, Piping design & drawings and datasheets including PLC and SCADA, vetted of design & drawings from reputed institute/approved designer and approved from compenent authority including As-Built Drawings, Operation and Maintenance Manual in 6 sets. All works of SPS under Design Build Operate & Tranfer (DBOT) Mode.
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CIVIL WORKS - Supply of all material, labour, T&P etc. complete for construction of all structural works, finishing & appurtenant works including testing & commissioning as per approved design, drawings and technical specifications. (This item not to be quoted more then 55% of total Quoted SPS cost)
1
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MECHANICAL & ELECTRICAL AND INSTRUMENTATION WORKS- Supply of all material, labour, T&P etc. complete for providing, fixing, installation, testing & commissioning of all electrical, mechanical & instrumentation items, fittings & fixtures including automation system and appurtenant works as per approved design, drawings and technical specifications. (This item not to be quoted more then 55% of total Quoted SPS cost)
1
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-
RISING MAIN
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Excavation for base depth of earth below G.L. by manually or mechanically means for laying of sewer, manholes, gully pits, chambers etc. in soil mixed with morrum, shingle & kankar etc using of any special T&P if required including extra excavation for base depth 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.
-
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(a) 0.00 - 1.50 m depth B.G.L
165
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Supply, Laying and Jointing of following dia Ductile iron pipe S&S ISI marked with rubber gasket including all taxes, carting from site store to the site of work and lowering the same into trenches in following depth below ground level, laying true to alignment, jointing properly with necessary ISI marked rubber gasket and hydraulic testing of sewer line including excavation of earth below invert level of pipe at the joints.
-
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(a) D.I K-9 250 mm dia
110
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Providing and fixing of following dia ISI mark C.I double acting Air valve of approved quality with bolts, nuts, rubber insertions etc. complete (With the required tail pieces and tapers etc.)
-
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(a) 80 mm dia
2
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Providing and fixing of following dia C.I sluice/scour (with cap) complete with bolts, nuts, rubber insertions etc. (With the required tail pieces and tapers etc.) (ISI mark)
-
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(a) 250 mm dia
2
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Construction of Air Valve / Scour Valve chambers including supply of all materials labour, T&P, etc. complete required for proper completion of work with standard size of drawing & design. (ISI mark)
2
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Providing thrust blocks in RCC 1:2:4 cement, coarse sand and stone grit including mild steel work, supply of all material, labour T&P etc. complete.
1
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Disposal of surpulas earth at proper place upto 5 km. distance by available means including loading and unloading as per direction of engineer in charge.
27.5
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SEWAGE TREATMENT PLANT
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3.00 MLD STP AT SWARGASHRAM- Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant as per approved design & drawings.
-
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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 line upto the disposal point as per direction of engineer-in-charge, 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).
1
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-
Civil, Mechanical and Electrical & Instrumentationworks as per approved design, drawings and technical specifications including testing & commissioning complete.
1
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-
Treated Effluent disposal pipe line including testing & commissioning complete as per approved design, drawing and technical specifications.
20
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Supply & installation of online monitoring system at proposed 3.00 MLD STP, Swargashram including testing & commissioning complete as per approved design, drawing and technical specifications.
1
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PROTECTION WORKS
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Protection Works at Proposed 3.0 MLD and Existing 3.0 MLD STP site at Swargashram
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Excavation of earth for the following depths below G.L. for laying and joining of sewer in soil mixed with shingle, bajari etc. including excavation for joints pits, trimming, dressing, leveling, refilling of trenches in 15 cms layer, watering, ramming the same and disposal of surplus earth and other dismantled materials up to a distance of 50 m. from the centre of trenches.
-
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(a) 0.00 - 1.50 m depth B.G.L
1170
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(b) 1.50 - 3.00 m depth B.G.L
650
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Supply of all material, labour T&P laying PCC 1:3:6 cement, coarse sand and 40 m gauge stone ballast in below raft for proper completion of work at 7.50 m depth.
128.7
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R.C.C M25 with cement, coarse sand stone grit as per mix design with placing in position including necessary centering and shuttering material, labour, T&P etc. required for proper completion of the work as per technical specifications. (mix design shall be done from recognized institution)
783.25
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Mild steel or iron work for reinforcement in RCC works as per technical specifications.
61485
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Supply and filling of filter media as per technical specifications.
120.9
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RESTORATION AND REPLACEMENT OF E&M WORKS
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Restoration and replacement of Electrical & Mechanical works at Existing 3.0 MLD STP, Swargashram.
-
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Replace existing and SITC of new sludge dewatering
machine, discharge – 63M3/hr
1
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Replace existing and SITC of new non-clog submersible
pump of wet well :-
-
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Submersible pump – Discharge – 63M3/hr, Head - 15 Mtr
2
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Submersible pump – Discharge – 125M3/hr, Head - 15 Mtr
3
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Replace existing and SITC of new fine mechanical screen average bar spacing-06 to 10mm, material of construction- SS 316, complete with level sensing transmitter, control pannel etc., peakflow 9 MLD (each)
1
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Replace existing and SITC of new coarse mechanical screen multirack type average bar spacing-15 to 20mm, bar thickness-10mm, material of construction-SS 316, complete with level sensing transmitter, control pannel
etc., peakflow 9 MLD (each)
2
-
-
Replace existing and SITC of new ultrasonic type flow
meter (Inlet & Outlet)
2
-
-
Replace existing and SITC of new air blowers, capacity - 1700 Nm2/Hr, pressure - 0.65 Kg/cm2 with VFD
2
-
-
Replace existing and SITC of new RAS pump – Discharge
25M3/hr, Head - 7 Mtr
2
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Replace existing and SITC of new SAS pump – Discharge
10M3/hr, Head - 7 Mtr
2
-
-
Replace and SITC of new D.G. Set with AMF panel,
acoustic enclosure of capacity - 160 KVA
1
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-
Cabling, lugs, fitting etc and civil work as required for installed of above items
1
-
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OPERATION & MAINTENANCE
-
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15 YEARS OPERATION & MAINTENANCE OF 3.00 MLD STP AT SWARGASHRAM
-
-
-
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 Design Build etc. work for STP
1
-
-
For 2nd year
1
-
-
For 3rd year
1
-
-
For 4th year
1
-
-
For 5th year
1
-
-
For 6th year
1
-
-
For 7th year
1
-
-
For 8th year
1
-
-
For 9th year
1
-
-
For 10th year
1
-
-
For 11th year
1
-
-
For 12th year
1
-
-
For 13th year
1
-
-
For 14th year
1
-
-
For 15th year
1
-
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1 YEAR OPERATION & MAINTENANCE OF SEWAGE PUMPING STATION AT SWARGASHRAM
-
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Annual Operation & Maintenance of Civil works, Electrical & Mechanical and Instrumentation works, its other allied works executed under this bid including all Manpower, Material, T&P etc. complete for one Year
1
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-
NEELKANTH MAHADEV
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SEWER LAYING WORKS
-
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-
Dismantling of CC road for sewer, manholes, sewer connecting chamber etc. including sorting out and stacking of materials (serviceable materials) and disposal of unserviceable materials up to a distance of 50m.
245
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-
Dismantling of Bituminous road for sewer, manholes, sewer connecting chamber etc. including sorting out and stacking of materials (serviceable materials) and disposal of unserviceable materials up to a distance of 50m
280
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-
Excavation of earth for the following depths below G.L. for laying and joining of sewer in soil mixed with, bajari, boulder & shingle etc. including excavation for joints pits, trimming, dressing, leveling, refilling of trenches in 15 cms layer, watering, ramming the same and disposal of surplus earth and other dismantled materials up to a distance of 50 m. from the centre of trenches. (50% of total excavation).
-
-
-
(a) 0.00 - 1.50 m depth B.G.L
1747.19
-
-
(b) 1.50 - 3.00 m depth B.G.L
360.77
-
-
(c) 3.00 - 4.50 m depth B.G.L
27.95
-
-
Same as above but in medium rock.
-
-
-
(a) 0.00 - 1.50 m depth B.G.L
1205.75
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-
(b) 1.50 - 3.00 m depth B.G.L
288.62
-
-
(c) 3.00 - 4.50 m depth B.G.L
22.36
-
-
Same as above but in hard rocks.
-
-
-
(a) 0.00 - 1.50 m depth B.G.L
301.44
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-
(b) 1.50 - 3.00 m depth B.G.L
72.15
-
-
(c) 3.00 - 4.50 m depth B.G.L
5.59
-
-
Provide and fix open Timbering, (covering 1/3rd of surface area by planks), in trenches for the depth up to 3m BGL consisting of 40 mm thick approved country wood planks for poling boards 125mm x 75mm Indian sal wood wallers and 100 mm dia sal ballies for strut fixed at 1.50m c/c including its removal after laying of sewers, both sides of timbering shall be taken as one side for the purpose of payment and measurements i.e. area = length x depth of trench. Dismantled timbering material will be the property of the contractor.
-
-
-
(a) Depth upto 1.50 m to 3.00 B.G.L
793.01
-
-
(b) Depth 3.00 m to 6.0 B.G.L
148.63
-
-
Supply, carting, laying & jointing of following dia. D.I. class K-7 S&S pipes with rubber gaskets to the site of work, lowering the same into trenches below ground level true to alignment, making the joints with approved EPDM quailty of rubber gaskets including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling of trenches upto ground level. (D.I. class K-7 S&S pipe confirming to IS :8329/2000)
-
-
-
(a) 200 mm dia DI K-7
-
-
-
(i) 0.00 - 1.50 m depth B.G.L
810
-
-
(ii) 1.50 - 3.00 m depth B.G.L
1000
-
-
(iii) 3.00 - 4.50 m depth B.G.L
130
-
-
(b) 250 mm dia DI K-7
-
-
-
(i) 0.00 - 1.50 m depth B.G.L
20
-
-
Construction of circular RCC Manhole chambers as per approved drawing and specification mentioned in relevant clauses including carting fixing of ferro cement EHD manhole covers with frame and PVC coated CI Footsteps, supply of all materials, labour, T&P with testing etc. complete.
-
-
-
(a) 0.90 m dia & 1.65 m deep
46
-
-
(b) 1.20 m dia & 2.3 m deep
22
-
-
(c) 1.50 m dia & 3.0 m deep
13
-
-
Provide all materials, labour T&P etc. and construct shaft to regulate excess or less height of sewer connecting chamber of the following size.
-
-
-
(a) 0.90 m dia & 1.65 m deep
0.5
-
-
(b) 1.20 m dia & 2.3 m deep
0.5
-
-
(c) 1.50 m dia & 3.0 m deep
0.5
-
-
Reinstatement of CC Road or village path pavement (PCC 1:2:4 after laying different sizes of sewer pipes, & construction of manhole including supply of all labour, T&P etc. complete as per technical specifications and direction of Engineer-in-charge.
245
-
-
Shifting of water supply mains (size 50-80 mm dia) coming across the alignment of sewer line including supply of all materials, labour, T&P etc. complete.
20
-
-
Cartage of excavated earth from site to place as per direction of EngineerIncharge by head load (the work being in narrow lanes) and carrying back for filling of trenches after laying and joining the pipes on an average distance of 500 m in one side.
639
-
-
Disposal of surplus earth / dismantelled materials outside the Municipal Limit - 8 km from site of work as per direction of Engineer-in-charge.
607
-
-
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.
1940
-
-
Supply of all material, labour, T&P etc. and providing P.C.C. 1:4:8 cement, coarse sand & 20-40 mm stone grit complete as per direction of Engg-in-Charge.
78.4
-
-
Supply of all material, labour, T&P etc. and providing R.C.C. 1:1.5:3 cement, coarse sand & 10-20 mm stone grit complete as per direction of Engg-in-Charge (For elevated sewer line).
131.6
-
-
Random rubble stone masonary in 1:6 cement and sand mortar for wall including supply of all material, labour, T&P etc. complete as per direction of Engg-in-Charge.
45
-
-
Centering shuttering including struttings, propping etc. and removal of form work.
-
-
-
(a) Foundations, footings, bases of columns, etc.
1220
-
-
(b) Columns, Pillars, Piers, Abutments, Posts and Struts
240
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
20
-
-
HOUSE SERVICE CONNECTIONS
-
-
-
Supply, laying & jointing of following dia. R.C.C. S&S pipes with rubber gaskets to the site of work, lowering the same intotrenches below ground level true to alignment, making the joints with rubber gaskets and with necessary spun yarn soakedin bitumen jointing with 1:2 cement mortar in coarse sand including cost of all jointing materials and testing etc. complete but excluding excavation and backfilling ot renches upto ground level.
-
-
-
(a) 150 mm dia RCC NP-3. for House connection
-
-
-
(i) 0.00 - 1.50 m depth B.G.L
300
-
-
Providing House Connections including supply of all materials, labour, T&P etc. complete as per direction of Engg-in-charge.
45
-
-
Construction of brick masonry house connecting chambers of the 0.60x0.60 m size depth up to 0.80 m as per site requirement including necessary excavation, road cutting, reinstatement of road and making connection in manhole complete as per direction of engineer in charge including supply of all materials, labour and T&P etc. complete.
45
-
-
PROTECTION WORKS
-
-
-
Construction of RCC Site protection works at 1.50 MLD STP as per Approved design, drawings and technical specification in the direction of Engg-in-charge.
1
-
-
APPROACH ROAD
-
-
-
Construction of cement concrete approach road for 1.50 MLD STP as per technical specification and actual site conditions & requirement in the direction of Engg-in-charge.
-
-
-
Providing and laying in position cement concrete in 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
30
-
-
Providing and laying in position cement concrete in 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
45
-
-
SEWAGE TREATMENT PLANT
-
-
-
1.50 MLD STP AT NEELKANTH - Design, Construction, Supply, Erection, Installation & commissioning of Sewage Treatment Plant as per approved design and drawings.
-
-
-
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 line upto the disposal point as per direction of engineer-in-charge, 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).
1
-
-
Civil, Mechanical and Electrical & Instrumentation works including testing & commissioning complete as per approved design, drawings and technical specifications.
1
-
-
Treated Effluent disposal pipe lineincluding testing & commissioning complete as per approved design, drawing and technical specifications.
20
-
-
Supply & installation of online monitoring system at 1.50 MLD STP, Neelkanth including testing & commissioning complete as per approved design, drawing and technical specifications.
1
-
-
OPERATION AND MAINTENANCE
-
-
-
15 YEARS OPERATION & MAINTENANCE OF 1.50 MLD STP AT NEELKANTH MAHADEV
-
-
-
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 Design Build etc. work for STP
1
-
-
For 2nd year
1
-
-
For 3rd year
1
-
-
For 4th year
1
-
-
For 5th year
1
-
-
For 6th year
1
-
-
For 7th year
1
-
-
For 8th year
1
-
-
For 9th year
1
-
-
For 10th year
1
-
-
For 11th year
1
-
-
For 12th year
1
-
-
For 13th year
1
-
-
For 14th year
1
-
-
For 15th year
1
-
-
Land Price (Note: Land Cost in Rs. Per Sqm. shown in the quantity column and the bidder has to entre the land requirement in Sqm. In the rate column so that amount will be calculated in Rs. in the amount column)
-
-
-
(a) For 8 MLD STP Dhalwala
13991
-
-
(b) For 0.3 MLD Johkasou STP Dhalwala
13991
-
-
(c) For 3 MLD STP Swargashram
6250
-
-
(d) For 1.5 MLD STP Neelkanth
690
-
-
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