Tenders Are Invited For Procurement Of Works Planned For Overhaul Of Collectors And Water Pipes In Alpi Garabork Villages Of Ujar Region And Aral Two Villages Of Agdash Region1 T 170 Bulldozer Cuts The 2Nd Group Of Soil And Pushes It To A Distance Of 30 Meters Leveling The Excavator Road 1000 4 4 M 3 2 Bringing The Collector Channel To The Design Dimensions With A Dragline Excavator With A Capacity Of 1 0 M Group Ii Soil 1000 7 5 M 3 3 T 170 Bulldozer To Repair The Damaged Parts Of The Dam By Cutting The Soil From A Distance Of 50 Meters 1000 4 2 M 3 4 Leveling Of The Dam Surface With T 170 Bulldozer Group Ii Soil 1000 3 4 M 3 5 Repair Of The Destroyed Parts Of The Berm With A Bulldozer With A Capacity Of 170 Kw Cutting The Group Ii Soil From A Distance Of 20 M 1000 3 6 M 3 6 Manual Demolition Of Old Pipes Suitable For Island 16 M 3 7 Excavation Of A Temporary Channel For Discharge Of Collector Water With An Excavator With A Capacity Of 0 76 M 1000 2 5 M 3 8 Excavation Of Group Ii Soil With An Excavator With A Capacity Of 0 76 M6 Opening Of The Aqueduct 1000 0 7 M 3 9 Manual Excavation Of Group Ii Soil After Excavator Completion Works 1000 0 56 M 3 10 Pushing The 2Nd Group Of Soil To A Distance Of 10 Meters With A T 170 Bulldozer Cleaning The Construction Site 1000 0 756 M 3 11 Demolition And Replacement Of D 1000 Mm Prefabricated Reinforced Concrete Pipes With New Ones L 16 0 M 100 0 0634 M 3 12 Preparation Of Gravel Preparation Layer For The Base T 20 Cm 100 0 12 M 3 13 Preparation Of Concrete Preparation Layer For Reinforced Concrete Pipes T 15 Cm 100 0 09 M 3 14 Making Of 16 Mm A 111 Reinforcement Mesh 100 0 02 M 3 15 Repair Of Entrance And Exit Parts With B 12 5 M 150 Reinforced Concrete 100 0 16 M 3 16 Filling The Surface Of The Aqueduct By Pushing The Soil Of Group Ii With A T 170 Bulldozer To A Distance Of 20 Meters Backfilling 1000 0 756 M 3 17 Qualitative Compaction Of Imported Compacted Soil 1000 0 756 M 3 18 Filling The Canal By Pushing The Group Ii Soil With A T 170 Bulldozer From A Distance Of 10 Meters Reverse Casting 1000 2 5 M 3 19 Laying A Layer Of Gravel On The Water Pipe And At The Entrance And Exit T 16 Cm 100 7 5 M 3 20 Installation Of A Metal Fence On The Sides Of The Aqueduct Suitable For Island 0 784 M21 Transportation Of Group Ii Soil To A Distance Of 30 Meters With A Bulldozer With A Capacity Of 132 Kw Cutting Of Vegetation 1000 2 4 M 3 22 Excavation Of Group Ii Soil With An Excavator With A Capacity Of 0 76 M Opening Of The Drainage Pipe 1000 8 9 M 3 23 Group Ii Soil Is Dug By Hand After The Excavator 100 4 2 M 3 24 Group Ii Soil Pushed By A Bulldozer With A Capacity Of 132 Kw To A Distance Of 20 Meters Cleaning The Construction Site On One Side Of The Drain 1000 4 66 M 3 25 Replacement Of D 2000 Mm Drainage Pipes With New Ones 1000 0 5 M 3 26 Selection Of Holes In Pipes 1000 100 M 3 27 Replacement Of D 300 Mm Asbestos Cement Pipes With New Ones In The Transit Part Of The Drain Suitable For Island 100 M28 Fixing The Gravel Filter On The Working Part Of The Drain 100 2 1 M 3 29 Group Ii Soil Pouring Into The Ditch By Hand 100 4 5 M 3 30 Pushing Soil Of Group Ii With A Bulldozer With A Capacity Of 132 Kw To A Distance Of 5 Meters Reverse Casting 1000 4 21 M 3 31 Group Ii Soil Pushed By A Bulldozer With A Capacity Of 132 Kw To A Distance Of 20 Meters Reverse Casting 1000 4 66 M 3 32 Replacement Of Ks 10 2 Prefabricated Reinforced Concrete Rings With Closed D 1000 Mm Inspection Wells On Closed Drains With New Ones 4 H 0 9 M In Each Of The 3 Inspection Wells Total 12 Rings 1 Unit Ring 0 24 M 100 0 0288 M 3 33 Installation Of Pd 10 1 Prefabricated Reinforced Concrete Bottom Piles At The Bottom Of Observation Wells 1 Piece 0 17 M Total 3 Piles 100 0 0051 M 3 34 Installation Of Prefabricated Reinforced Concrete Piles Of Pp 10 1 Brand On Inspection Wells 1 Piece 0 08 M8 Only 3 Piles 100 0 0024 M 3 35 Installation Of Cast Iron Hatches On Observation Wells Suitable For Island 3 Pieces36 Pushing Group Ii Soil To A Distance Of 30 Meters With A Bulldozer With A Capacity Of 132 Kw Spread Of Vegetation Layer 1000 2 4 M 3 37 T 170 Bulldozer Cuts Group Ii Soil And Pushes It To A Distance Of 30 Meters Excavator Road Leveling 1000 3 5 M 3 38 Bringing The Collector Channel To The Design Dimensions With A Dragline Excavator With A Capacity Of 1 0 M Group Ii Soil 1000 9 8 M 3 39 T 170 Bulldozer To Repair Damaged Parts Of The Dam By Cutting The Soil From A Distance Of 50 Meters 1000 7 2 M 3 40 Leveling Of The Dam Surface With T 170 Bulldozer Group Ii Soil 1000 2 8 M 3 41 Repair Of The Destroyed Parts Of The Berm With A Bulldozer With A Capacity Of 170 Kw Cutting The Group Ii Soil From A Distance Of 20 Meters 1000 4 8 M 3 42 Manual Demolition Of Old Concrete 1000 16 M 3 43 Excavation Of A Temporary Channel For Discharge Of Collector Water With An Excavator With A Capacity Of 0 76 M 1000 2 6 M 3 44 Excavation Of Group Ii Soil With An Excavator With A Capacity Of 0 76 M Opening Of The Aqueduct 1000 0 8 M 3 45 Manual Excavation Of Group Ii Soil After Excavator Completion Works 100 0 6 M 3 46 Pushing Group Ii Soil To A Distance Of 10 Meters With A T 170 Bulldozer Clearing The Construction Site 1000 0 86 M 3 47 Demolition And Replacement Of D 1000 Mm Prefabricated Reinforced Concrete Pipes With New Ones L 16 0 M 100 0 0634 M 3 48 Preparation Of Gravel Preparation Layer For The Base T 20 Cm 100 0 064 M 3 49 Preparation Of Concrete Preparation Layer For Reinforced Concrete Pipes T 16 Cm 100 0 048 M 3 50 Making Of 16 Mm A 111 Reinforcement Mesh 100 0 017 M 3 51 Construction Of Entrance And Exit Parts With B 12 5 M 150 Reinforced Concrete 100 0 16 M 3 52 Filling The Surface Of The Aqueduct By Pushing The Soil Of Group Ii With A T 170 Bulldozer To A Distance Of 20 Meters Reverse Casting 1000 0 86 M 3 53 Qualitative Compaction Of Imported Compacted Soil 1000 0 86 M 3 54 Filling Of The Canal By Pushing The Soil From A Distance Of 10 Meters With A Group Ii Soil T 170 Bulldozer Reverse Casting 1000 2 6 M 3 55 Laying A Layer Of Gravel On The Surface And At The Entrance And Exit Of The Aqueduct T 16 Cm 1000 9 38 M 3 56 Installation Of A Metal Fence On The Sides Of The Aqueduct Suitable For Island 0 816 MParticipation Fee 100 AznPayment Of Participation Fee Can Be Made Only Through Easy Payment To Enter The Contest After Entering The Contest You Can Participate In The Contest By Making A Payment Through The Relevant Link By Clicking The Pay With Easy Payment Button Delivery Place Ujar District Garabork VillageDelivery Period During The YearDelivery Terms DdpPayment Terms According To A Set Of Basic ConditionsCurrency In Which The Price Of The Offer Must Be Calculated And Expressed AznContract Security If The Value Of The Procurement Contract Is Equal To Or Greater Than The Manat Equivalent Of Usd 100 000 00 A Guarantee Of 2 Of The Contract Value Will Be Required Bid Security Required In The Amount Of 1 Of The Bid Disclaimer The Above Text Is Machine Translated For Accurate 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