Annual Rate Contract For Drilling And Development Of Tubewells By Heavy Duty Percussion/Direct Rotary/Dual Rotary Rig Machine Anywhere In Uttarakhand, Uttarakhand State-Uttarakhand

Annual Rate Contract For Drilling And Development Of Tubewells By Heavy Duty Percussion/Direct Rotary/Dual Rotary Rig Machine Anywhere In Uttarakhand , Rates Of The Drilling & Development Of Tube Wells By Heavy Duty Percussion Rig Machine Anywhere In Uttarakhand ( 150 Meter Deep ) Schedule A-1 , Transportation Of Suitable Truck Mounted Rig Machine , Air Compressor , Op Unit , Camp Equipage , Connected T&P And Necessary Accessories , Casing Pipe , Tube Well Assembly Housing Pipe Etc Including Loading , Unloading Creation And Levelling Of Rig Machine Upto Site Of Work Etc Complete In All Respect As Per Direction Of Engineer In Charge Required For Drilling And Development Of Tw ( I ) For Plain Area , ( Ii ) Erection & Leveling Of Rig Machine At Site Of Work , Drilling Of Bore Following Sizes By Heavy Duty Percussion Rig Machine ( Telescopic Method ) In Alluvial , Boulders , Pebbles , Rocky Stone , Sticky Clay Etc From Ground Level Upto Entire Depth Using By 600/550/500/450/400 Mm Casing Pipes As Below . ( I ) 600/550/500 Mm Dia Bore From Gl To 50 M Bgl , ( Ii ) 450 Mm Dia Bore From 50 M To 100 M Bgl , ( Iii ) 400 Mm Dia Bore From 100 M To 150 M Bgl , Lowering Of Different Size Of Casing Pipes In Drilled And Lined Bore As Below ( I ) Lowering Of 500/450 Mm Dia Casing Pipe ( A ) From Gl To 50 M Bgl , ( Ii ) Lowering Of 400 Mm Dia Casing Pipe ( A ) From Gl To 100 M Bgl , Extraction Of Different Size Of Casing Pipe From Bottom To Gl As Below ( I ) Extraction Of 400Mm Dia Casing Pipe From 150 M Bgl To 100 M Bgl , ( Ii ) Extraction Of 500/450Mm Dia Casing Pipe From 150 M Bgl To 50 M Bgl , ( Iii ) Extraction Of 600/550/500Mm Dia Casing Pipe From 50 M Bgl To Gl , Lifting Of Different Size Of Casing Pipe In Drilled Lined Bore As Below ( I ) Lifting Of 400Mm Dia Casing Pipe From 100 M Bgl To Gl As Below , ( Ii ) Lifting Of 500/450Mm Dia Casing Pipe From 50 M Bgl To Gl As Below , Procurement Of Tw Assembly As Below ( I ) 300 Mm Dia Mserw Pipe 7 . 90Mm Thick ( A ) Blind & Threaded , ( B ) Slotted & Threaded , ( Ii ) 300 Mm Dia Bail Plug , ( Iii ) 300 Mm Dia Ms Well Cap , ( Iv ) 300 Mm Dia Ms Clamp With Nuts & Bolts , ( V ) Supply Of Pea Gravel Of Size 1 . 6 Mm To 4 . 8 Mm , ( Vi ) Surrounding Of Pea Gravels In Between Bore And Tubewell Assembly Upto Entire Depth Of Tubewell Ordered By The Department , Lowering Of Tw Assembly As Below ( I ) Preparing & Lowering Of Tubewell Assembly Starting From Gl To The Required Depth Including Cutting Welding As Per Required At Site Complete With All T&P ( A ) 300 Mm Dia Ms Erw Pipe ( Plain & Slotted ) As Required , Dismantling Of Heavy Duty Percussion Rig Machine & Other Equipments And Clearance Of Site After Finishing The Job . , Development Of T/W By 350 Psi/1400 Cfm Air Compressor Unit To The Satisfaction Of Engineering In Charge To Give Sand Free Discharge And Proper Packing Of Pea Gravels At Least For 70 Hrs , Development Of T/W By The Suitable Submersible Op Units Complete With Lowering And Lifting Of Pumping Plant Having 2000 Lpm Discharge Approximate Including Running Of Op Unit And Weld Testing Of Tubewell By V Notch Atleast For 60 Hrs To The Satisfactory Completion Of Work , Rates Of The Drilling & Development Of Tube Wells By Heavy Duty Direct Rotary Rig Machine In District Dehradun . ( 150 Meter Deep ) Schedule A-2 , Transportation Of Suitable Truck Mounted Rig Machine , Air Compressor , Op Unit , Camp Equipage , Connected T&P And Necessary Accessories , Casing Pipe , Tube Well Assembly Housing Pipe Etc Including Loading , Unloading Creation And Leveling Of Rig Machine Upto Site Of Work Etc Complete In All Respect As Per Direction Of Engineer In Charge Required For Drilling And Development Of Tw , ( I ) Erection & Leveling Of Rig Machine At Site Of Work , Drilling Of 550 Mm Dia Bore By Heavy Duty Direct Rotary Rig Machine In Alluvial , Boulders , Pebbles , Rocky Stone , Sticky Clay Etc From Ground Level Upto Entire Depth For 300 Mm Dia Linear Assembly , Procurement Of Tw Assembly As Below ( I ) 300 Mm Dia Mserw Pipe 7 . 90Mm Thick ( A ) Blind & Threaded , ( B ) Slotted & Threaded , ( Ii ) 300 Mm Dia Bail Plug , ( Iii ) 300 Mm Dia Ms Well Cap , ( Iv ) 300 Mm Dia Ms Clamp With Nuts & Bolts , ( V ) Supply Of Pea Gravel Of Size 1 . 6 Mm To 4 . 8 Mm , ( Vi ) Surrounding Of Pea Gravels In Between Bore And Tube Well Assembly Upto Entire Depth Of Tube Well Ordered By The Department , Preparing & Lowering Of Tube Well Assembly Starting From G . L . To The Required Depth Including Cutting , Welding As Required At Site Complete With All T&P Required . ( I ) Fixing Of 300 Mm Dia Bail Plug With Nut & U-Bolt . , ( Ii ) Lowering Of 300 Mm Dia Mserw Housing Pipe ( Plain & Slotted Pipe ) As Required . , ( Iii ) Fixing Of 300 Mm Dia , 8 Mm Thick Tube Well Cap . , ( Iv ) Fixing Of 300 Mm Dia M . S . D . I . Housing Clamp . , Dismantling Of Rig Machine & Clearance Of Site After Satisfactory Completion Of Work . , Development Of T/W By 350 Psi/1400 Cfm Air Compressor Unit To The Satisfaction Of Engineering In Charge To Give Sand Free Discharge And Proper Packing Of Pea Gravels At Least For 70 Hrs . , Development Of T/W By The Suitable Submersible Op Units Complete With Lowering And Lifting Of Pumping Plant Having 2000 Lpm Discharge Approximate Including Running Of Op Unit And Weld Testing Of Tube Well By V Notch Atleast For 60 Hrs To The Satisfactory Completion Of Work . , Rates Of The Drilling & Development Of Tube Wells By Heavy Duty Dual Rotary Rig Machine In District Dehradun . ( 150 Meter Deep ) Schedule A-3 , Transportation Of Suitable Truck Mounted Rig Machine , Air Compressor , Op Unit , Camp Equipage , Connected T&P And Necessary Accessories , Casing Pipe , Tube Well Assembly Housing Pipe Etc Including Loading , Unloading Creation And Levelling Of Rig Machine Upto Site Of Work Etc Complete In All Respect As Per Direction Of Engineer In Charge Required For Drilling And Development Of Tw ( I ) For Plain Area , ( Ii ) Erection & Leveling Of Rig Machine At Site Of Work , Drilling Of Bore Following Sizes By Heavy Duty Dual Rotary Rig Machine ( Telescopic Method ) In Alluvial , Boulders , Pebbles , Rocky Stone , Sticky Clay Etc From Ground Level Upto Entire Depth Using By 600/550/500/450/400 Mm Casing Pipes As Below . ( I ) 600/550/500 Mm Dia Bore From Gl To 50 M Bgl , ( Ii ) 450 Mm Dia Bore From 50 M To 100 M Bgl , ( Iii ) 400 Mm Dia Bore From 100 M To 150 M Bgl , Lowering Of Different Size Of Casing Pipes In Drilled And Lined Bore As Below ( I ) Lowering Of 500/450 Mm Dia Casing Pipe ( A ) From Gl To 50 M Bgl , ( Ii ) Lowering Of 400 Mm Dia Casing Pipe ( A ) From Gl To 100 M Bgl , Extraction Of Different Size Of Casing Pipe From Bottom To Gl As Below ( I ) Extraction Of 400Mm Dia Casing Pipe From 150 M Bgl To 100 M Bgl , ( Ii ) Extraction Of 500/450Mm Dia Casing Pipe From 150 M Bgl To 50 M Bgl , ( Iii ) Extraction Of 600/550/500Mm Dia Casing Pipe From 50 M Bgl To Gl , Lifting Of Different Size Of Casing Pipe In Drilled Lined Bore As Below ( I ) Lifting Of 400Mm Dia Casing Pipe From 100 M Bgl To Gl As Below , ( Ii ) Lifting Of 500/450Mm Dia Casing Pipe From 50 M Bgl To Gl As Below , Procurement Of Tw Assembly As Below ( I ) 300 Mm Dia Mserw Pipe 7 . 90Mm Thick ( A ) Blind & Threaded , ( B ) Slotted & Threaded , ( Ii ) 300 Mm Dia Bail Plug , ( Iii ) 300 Mm Dia Ms Well Cap , ( Iv ) 300 Mm Dia Ms Clamp With Nuts & Bolts , ( V ) Supply Of Pea Gravel Of Size 1 . 6 Mm To 4 . 8 Mm , ( Vi ) Surrounding Of Pea Gravels In Between Bore And Tubewell Assembly Upto Entire Depth Of Tubewell Ordered By The Department , Lowering Of Tw Assembly As Below ( I ) Preparing & Lowering Of Tubewell Assembly Starting From Gl To The Required Depth Including Cutting Welding As Per Required At Site Complete With All T&P ( A ) 300 Mm Dia Ms Erw Pipe (

INR 1180 /-

INR 78000.0 /-

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Name of Work: Annual Rate Contract for: Drilling and Development of Tubewells by Heavy Duty Percussion/Direct Rotary/Dual Rotary Rig Machine anywhere in Uttarakhand.
	Sl. No.	Item Description	Item Code / Make	Quantity	Units
1	1	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY PERCUSSION RIG MACHINE ANYWHERE IN UTTARAKHAND \n(150 meter Deep)\nSchedule A-1
2	1.01	Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage ,connected T&P and necessary accessories, casing pipe ,tube well assembly housing pipe etc including loading, unloading creation and levelling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge required for drilling and development of TW\n(i) For plain Area	item1	1	Job
3	1.02	(ii) Erection & Leveling of rig machine at site of work	item2	1	Job
4	1.03	Drilling of bore following sizes by heavy duty percussion Rig machine (Telescopic Method) in alluvial, boulders, pebbles, rocky stone,sticky clay etc from ground level upto entire depth using by 600/550/500/450/400 mm casing pipes as below.\n(i) 600/550/500 mm dia bore from GL to 50 m BGL	item3	50	M
5	1.04	(ii) 450 mm dia bore from 50 m to 100 m BGL	item4	50	M
6	1.05	(iii) 400 mm dia bore from 100 m to 150 m BGL	item5	50	M
7	1.06	Lowering of different size of casing pipes in drilled and lined bore as below\n(i) Lowering of 500/450 mm Dia casing pipe\n(a) from GL to 50 m BGL	item6	50	M
8	1.07	(ii) Lowering of 400 mm Dia casing pipe\n(a) from GL to 100 m BGL	item7	100	M
9	1.08	Extraction of different size of casing pipe from bottom to GL as below\n(i) Extraction of 400mm dia casing pipe from 150 m BGL to 100 m BGL	item8	50	M
10	1.09	(ii) Extraction of 500/450mm dia casing pipe from 150 m BGL to 50 m BGL	item9	50	M
11	1.1	(iii) Extraction of 600/550/500mm dia casing pipe from 50 m BGL to GL	item10	50	M
12	1.11	Lifting of different size of casing pipe in drilled lined bore as below\n(i) Lifting of 400mm dia casing pipe from 100 m BGL to GL as below	item11	100	M
13	1.12	(ii) Lifting of 500/450mm dia casing pipe from 50 m BGL to GL as below	item12	50	M
14	1.13	Procurement of TW assembly as below\n(i) 300 mm dia MSERW pipe 7.90mm thick \n(a) Blind & Threaded	item13	120	M
15	1.14	(b) Slotted & threaded	item14	30	M
16	1.15	(ii) 300 mm Dia Bail Plug	item15	1	Each
17	1.16	(iii) 300 mm Dia MS well cap	item16	1	Each
18	1.17	(iv) 300 mm Dia MS clamp with nuts & bolts	item17	1	Each
19	1.18	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm	item18	80	Cum
20	1.19	(vi) Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department	item19	150	M
21	1.2	Lowering of TW assembly as below\n(i) preparing & Lowering of tubewell assembly starting from GL to the required depth including cutting welding as per required at site complete with all T&P \n(a) 300 mm dia MS ERW pipe (plain & Slotted)as required	item20	150	M
22	1.21	Dismantling of heavy duty percussion Rig machine & other equipments and clearance of site after finishing the job.	item21	1	Job
23	1.22	Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs	item22	100	Hrs
24	1.23	Development of T/W by the suitable submersible OP units complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tubewell by V Notch atleast for 60 Hrs to the satisfactory completion of work	item23	60	Hrs
25	2	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY DIRECT ROTARY RIG MACHINE IN DISTRICT DEHRADUN.\n(150 meter Deep)\nSchedule A-2
26	2.01	Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage ,connected T&P and necessary accessories, casing pipe ,tube well assembly housing pipe etc including loading, unloading creation and leveling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge required for drilling and development of TW	item24	1	Job
27	2.02	(i) Erection & Leveling of rig machine at site of work	item25	1	Job
28	2.03	Drilling of 550 mm dia bore by heavy duty direct rotary Rig machine in alluvial, boulders, pebbles, rocky stone, sticky clay etc from ground level upto entire depth for 300 mm dia linear assembly	item26	150	M
29	2.04	Procurement of TW assembly as below\n(i) 300 mm dia MSERW pipe 7.90mm thick \n(a) Blind & Threaded	item27	120	M
30	2.05	(b) Slotted & threaded	item28	30	M
31	2.06	(ii) 300 mm Dia Bail Plug	item29	1	Each
32	2.07	(iii) 300 mm Dia MS well cap	item30	1	Each
33	2.08	(iv) 300 mm Dia MS clamp with nuts & bolts	item31	1	Per No
34	2.09	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm	item32	80	Cum
35	2.1	(vi) Surrounding of pea Gravels in between bore and tube well assembly upto entire depth of tube well ordered by the department	item33	150	M
36	2.11	Preparing & lowering of tube well assembly starting from G.L. to the required depth including cutting, welding as required at site complete with all T&P required. \n(i) Fixing of 300 mm dia bail plug with Nut & U-bolt.	item34	1	Job
37	2.12	(ii) Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required.	item35	150	M
38	2.13	(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.	item36	1	Job
39	2.14	(iv) Fixing of 300 mm dia M.S.D.I. housing clamp.	item37	1	Job
40	2.15	Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.	item38	1	Job
41	2.16	Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs.	item39	100	Hrs
42	2.17	Development of T/W by the suitable submersible OP units complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tube well by V Notch atleast for 60 Hrs to the satisfactory completion of work.	item40	60	Hrs
43	3	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY DUAL ROTARY RIG MACHINE IN DISTRICT DEHRADUN.\n(150 meter Deep)\nSchedule A-3
44	3.01	Transportation of suitable truck mounted rig machine, air compressor, OP unit, camp equipage ,connected T&P and necessary accessories, casing pipe ,tube well assembly housing pipe etc including loading, unloading creation and levelling of rig machine upto site of work etc complete in all respect as per direction of Engineer in charge required for drilling and development of TW\n(i) For plain Area	item41	1	Job
45	3.02	(ii) Erection & Leveling of rig machine at site of work	item42	1	Job
46	3.03	Drilling of bore following sizes by heavy duty dual rotary Rig machine (Telescopic Method) in alluvial, boulders, pebbles, rocky stone,sticky clay etc from ground level upto entire depth using by 600/550/500/450/400 mm casing pipes as below.\n(i) 600/550/500 mm dia bore from GL to 50 m BGL	item43	50	M
47	3.04	(ii) 450 mm dia bore from 50 m to 100 m BGL	item44	50	M
48	3.05	(iii) 400 mm dia bore from 100 m to 150 m BGL	item45	50	M
49	3.06	Lowering of different size of casing pipes in drilled and lined bore as below\n(i) Lowering of 500/450 mm Dia casing pipe\n(a) from GL to 50 m BGL	item46	50	M
50	3.07	(ii) Lowering of 400 mm Dia casing pipe\n(a) from GL to 100 m BGL	item47	100	M
51	3.08	Extraction of different size of casing pipe from bottom to GL as below\n(i) Extraction of 400mm dia casing pipe from 150 m BGL to 100 m BGL	item48	50	M
52	3.09	(ii) Extraction of 500/450mm dia casing pipe from 150 m BGL to 50 m BGL	item49	50	M
53	3.1	(iii) Extraction of 600/550/500mm dia casing pipe from 50 m BGL to GL	item50	50	M
54	3.11	Lifting of different size of casing pipe in drilled lined bore as below\n(i) Lifting of 400mm dia casing pipe from 100 m BGL to GL as below	item51	100	M
55	3.12	(ii) Lifting of 500/450mm dia casing pipe from 50 m BGL to GL as below	item52	50	M
56	3.13	Procurement of TW assembly as below\n(i) 300 mm dia MSERW pipe 7.90mm thick \n(a) Blind & Threaded	item53	120	M
57	3.14	(b) Slotted & threaded	item54	30	Each
58	3.15	(ii) 300 mm Dia Bail Plug	item55	1	Each
59	3.16	(iii) 300 mm Dia MS well cap	item56	1	Each
60	3.17	(iv) 300 mm Dia MS clamp with nuts & bolts	item57	1	Each
61	3.18	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm	item58	80	Cum
62	3.19	(vi) Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department	item59	150	M
63	3.2	Lowering of TW assembly as below\n(i) preparing & Lowering of tubewell assembly starting from GL to the required depth including cutting welding as per required at site complete with all T&P \n(a) 300 mm dia MS ERW pipe (plain & Slotted)as required	item60	150	M
64	3.21	Dismantling of heavy duty percussion Rig machine & other equipments and clearance of site after finishing the job.	item61	1	Job
65	3.22	Development of T/W by 350 PSI/1400 CFM air compressor unit to the satisfaction of Engineering in charge to give sand free discharge and proper packing of pea Gravels at least for 70 Hrs	item62	100	Hrs
66	3.23	Development of T/W by the suitable submersible OP units complete with Lowering and lifting of pumping plant having 2000 LPM discharge approximate including running of OP unit and weld testing of tubewell by V Notch atleast for 60 Hrs to the satisfactory completion of work	item63	60	Hrs