Request for Proposal for Well Drilling In Kandahar Province

Request For Proposals Are Invited For Well Drilling In Kandahar Province Unicef 1St Bore Well; Drilling Of 130 M Potable Water Well#1 At Kandahar Province Hajee Wardak Village Boldak District 1 Well Drilling With Percussion Machine Diameter (12") Depends On Soil Texture And Collecting Sample Of Each Hydrogeological Formation. M 130 2 Supply And Installation Of Pvc Casing Pipe Class -D, Dia.8" Best Quality M 85 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia Best Quality. Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 52 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determined After Well Drilling According To The Sample Of Strata. M3 3.4 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 3.3 6 Pump Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervission Of Prrd Representative. Hour 8 2Nd Bore Well; Drilling Of 120 M Potable Water Well#2 At Kandahar (Haji Aziz Village Of Kandahar Province) 1 Well Drilling With Percussion Machine Diameter (12") Depends On Soil Texture.And Collecting Sample Of Each Hydrogeological Formation. M 120 2 Supply And Installation Of Pvc Casing Pipe Class -D, Dia.8" M 70 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia Bet Quality . Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 50 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determined After Well Drilling According To The Sample Of Strata. M3 2.5 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone L.M 2.8 6 Pump Test For Determination Of Discharge Of Well Hour 24 3Rd Bore Well; Drilling Of 150 M Potable Water Well#3 At Kandahar Province Kashta Nadian Village Of Zhari District 1 Well Drilling With Percussion Machine Diameter (12") Depends On Soil Texture And Collecting Sample Of Each Hydrogeological Formation. M 150 2 Supply And Installation Of Pvc Casing Pipe Class -D, Dia.8" Best Quality M 102 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia. Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 56 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determined After Well Drilling According To The Sample Of Strata. M3 3.8 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 2.9 6 Pump Test For Determination Of Discharge Of Well Hour 8 4Th Bore Well; Drilling Of 150 M Potable Water Well#4 At Kandahar Province Sangsar Village Of Kandahar Province 1 Well Drilling With Percussion Machine Diameter (12") Depends On Soil Texture.And Collecting Sample Of Each Hydrogeological Formation. M 150 2 Supply And Installation Of Pvc Casing Pipe Class -D, Dia.8" M 86 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia. Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 74 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determined After Well Drilling According To The Sample Of Strata. M3 3.2 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 2.8 6 Pump Test For Determination Of Discharge Of Well Hour 8 5Th Bore Well; Drilling Of 120 M Potable Water Well#5 At Kandahar Province Ghazi Village, Mirwais Meena, Kandahar Province Boq For Construcition Of New Well Construction Ghazi Village ,Mirwais Meena ,Kandahar Province 1 Well Drilling With Rotary Machine Diameter (12") Depends On Soil Texture And Collecting Sample Of Each Hydrogeological Formation. M 120 2 Supply And Installation Of Pvc Casing Pipe Class D -, Dia.8" Best Quality M 76 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia Best Quality. Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 52 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determind After Well Drilling Accordding To The Sample Of Starta. M3 2.8 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 3.5 6 Compressor Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervision Of Prrd Representative Hour 8 7 Pump Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervision Of Prrd Representative Hour 8 8 Quality Test Of Water (Chemical, Physical And Biological) Job 1 6Th Bore Well; Drilling Of 120 M Potable Water Well#6 At Kandahar Province Panjewai District Of Kandahar Province 1 Well Drilling With Rotary Drilling Machine With Diameter Of (12) In All Soil Stratum And Collecting Sample Of Each Hydrogeological Formation M 120 2 Supply And Installation Of Pvc Casing Pipe Class -D, Dia.8" Best Quality M 74 3 Supply And Installation Of Filter Pipe Pvc Class-D. 8 Inch Dia.Best Quality Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 52 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determind After Well Drilling Accordding To The Sample Of Starta. M3 2.8 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 2.6 6 Compressor Test For Well Cleaning And Developing The Well Till The Water Be Completely Clear From Fine Material Job 1 7 Pump Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervision Of Prrd Representative Hour 8 8 Quality Test Of Water (Chemical, Physical And Biological) Job 1 7Th Bore Well; Drilling Of 160 M Potable Water Well#7 At Kandahar Province Bidak Village, Spin Boldak District, Kandahar Province 1 Well Drilling With Rotary Machine Diameter (12") Depends On Soil Texture.And Collecting Sample Of Each Hydrogeological Formation M 160 2 Supply And Installation Of Pvc Casing Pipe Class E -, Dia.8" Best Quality M 68 3 Supply And Installation Of Filter Pipe Pvc Class-E. 8 Inch Dia Best Quality. Total Area For Filter Pipe Openings Should Not Be More Than 25% Of Total Area. (Pvc Quality Test Result Is Required) M 100 4 Gravel Packing From Sorted Gravel Round Washed Gravel The Size Of Gravel Should Be Determind After Well Drilling Accordding To The Sample Of Starta. M3 6 5 Back Filling For Casing Pipe Should Be Clay Soil Without Gravel Stone M3 3.5 6 Compressor Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervission Of Prrd Representative. Hour 8 7 Pump Test For Determination Of Discharge Of Well And Taking Sample Of Water For Quality Test After Water Cleaning Under Supervission Of Prrd Representative Hour 8 8 Quality Test Of Water (Chemical, Physical And Biological) Job 1