Providing MPS for sewerage and storm water system in village Rai and Pumping station for Liwan village falling under extended Municipal limits of Sonepat Town

Amount

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 Km. The work includes : - • Laying of plain cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and Providing and Fixing (P and F) of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with stand for class AA loading. • Steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths:

Construction of brick masonary sluice valve, air valve chambers for the valves to be installed in the system. The chamber shall be as per the drawing and material of construction shall be as size 1500x1200mm

Providing, lowering, stringing, laying, fixing in position and jointing CI/DI dismantling joint as per IS 1538 ammended upto date complete in all respect of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer 250mm dia

Providing, lowering, stringing, laying, fixing in position and jointing CI/DI dismantling joint as per IS 1538 ammended upto date complete in all respect of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer 600mm dia

Construction of Pumping Stations as per scope, specifications and drawings consisting of: i). RCC Receiving Chamber ii). Sluice Gates iii). Screening Chamber with RCC stair case. iv). Mechanical Screens v). Wet Well with compartment. vi). Pumping Sets with Delivery pipe vii). Lifting Arrangement (includes column,Girder, Chain pully Blck etc.) viii). Pipe Gallery for housing common header pipe, sluice valces, NRV and dismantling joing including specials. ix). Transformer with foundation. x). Diesel Generating Set with platform and shed. xi). Panel Room with office and toilet facilities. xii). Electric Control Panel Board xiii). Electric cabling including connecting to Existing Sub-stations, if any. xiv). Metering room xv) Street Lighting. xvi) Internal Roads with drainage. xvii) External sewerage. xviii) Furniture xix) Storage Room xx) Boundary Wall etc. xxi) Any other item required for completion and Satisfactory working of Pumping Stations. Main Pumping Station at village Rai (Civil Work plus Screens = 12 MLD Peak Flow

Construction of Pumping Stations as per scope, specifications and drawings consisting of: i). RCC Receiving Chamber ii). Sluice Gates iii). Screening Chamber with RCC stair case. iv). Mechanical Screens v). Wet Well with compartment. vi). Pumping Sets with Delivery pipe vii). Lifting Arrangement (includes column,Girder, Chain pully Blck etc.) viii). Pipe Gallery for housing common header pipe, sluice valces, NRV and dismantling joing including specials. ix). Transformer with foundation. x). Diesel Generating Set with platform and shed. xi). Panel Room with office and toilet facilities. xii). Electric Control Panel Board xiii). Electric cabling including connecting to Existing Sub-stations, if any. xiv). Metering room xv) Street Lighting. xvi) Internal Roads with drainage. xvii) External sewerage. xviii) Furniture xix) Storage Room xx) Boundary Wall etc. xxi) Any other item required for completion and Satisfactory working of Pumping Stations. Main Pumping Station at village Liwan 3 MLD Peak Flow

Operation and maintenance cost for 3 no. STPs, 3 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the 4th year of OandM

Operation and maintenance cost for 3 no. STPs, 3 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the 5th year OandM

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 Km. The work includes : - • Laying of plain cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and Providing and Fixing (P and F) of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with stand for class AA loading. • Steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia depth from 2.10m to 2.39m

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 Km. The work includes : - • Laying of plain cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and Providing and Fixing (P and F) of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with stand for class AA loading. • Steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia Depth from 2.40 m to 2.69 m

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 Km. The work includes : - • Laying of plain cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and Providing and Fixing (P and F) of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with stand for class AA loading. • Steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia depth from 2.70. to 2.99m

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 km. The work includes : - • Laying of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and P and F of 560 mm SFRC Extra Heavy Duty (EHD 35) manhole cover and frame as per IS:12592 and as per specifications to with-stand for class AA loading. • Providing and Fixing (P and F) steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia Depth from 3.00 m to 3.29 m

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 km. The work includes : - • Laying of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and P and F of 560 mm SFRC Extra Heavy Duty (EHD 35) manhole cover and frame as per IS:12592 and as per specifications to with-stand for class AA loading. • Providing and Fixing (P and F) steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia Depth from 3.30 m to 3.59 m

Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 km. The work includes : - • Laying of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. • Laying of RCC base slab with M-30 Concrete • Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. • Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. • RCC top slab with M-30 concrete and P and F of 560 mm SFRC Extra Heavy Duty (EHD 35) manhole cover and frame as per IS:12592 and as per specifications to with-stand for class AA loading. • Providing and Fixing (P and F) steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths: For pipe size 350-600 mm dia Depth from 3.60 m to 3.89 m

Contruction of Nala tapping arrangement for tapping from pond near BDO office as per drawing and specification

Operation and maintenance cost for 2 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the 3rd year of OandM

Operation and maintenance cost for 2 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the 2nd year of OandM

Operation and maintenance cost for 2 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the 1st year of OandM after DLP Liwan and Rai

Operation and maintenance cost for 2 no. MPS and all other works created under the contract for 5 years after defect liability period of 12 months which includes basic service charges having expenditure and expenses required to be incurred on labour, repair and / or replacement of materials, equipments, consumable items, water and all other matters and items of what so ever nature, essential and desirable to run the system satisfactory, Administration and Management, Running of Office, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Consumables as per Scope of Work and terms and conditions of contract etc. complete.(This is excluding electric power cost of which shall be borne by the department and high speed diesel which shall be reimbursed to agency by the department as per actual consumption against proof). for the DLP For MPS Liwan and Rai

Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.

Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.

Bidder Name

Amount

Chahar Construction Co(GSTN-06AAMFC2979A1ZI)

Inderdeep Construction Co.(GSTN-NA)

Chahar Construction Co

Inderdeep Construction Co.