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

Sr No	CorrigendumDate	Corrignedum	CorrigendumType	NewSubmissionDate
1	26-Dec-2022	Date	Date	02-01-2023

INR 3540 /-

INR 111000.0 /-

Refer document

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
1	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY PERCUSSION RIG MACHINE ANYWHERE IN UTTARAKHAND (150 meter Deep) Schedule A-1
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 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
3	(ii) Erection & Leveling of rig machine at site of work
4	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
5	(ii) 450 mm dia bore from 50 m to 100 m BGL
6	(iii) 400 mm dia bore from 100 m to 150 m BGL
7	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
8	(ii) Lowering of 400 mm Dia casing pipe (a) from GL to 100 m BGL
9	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
10	(ii) Extraction of 500/450mm dia casing pipe from 150 m BGL to 50 m BGL
11	(iii) Extraction of 600/550/500mm dia casing pipe from 50 m BGL to GL
12	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
13	(ii) Lifting of 500/450mm dia casing pipe from 50 m BGL to GL as below
14	Procurement of TW assembly as below (i) 300 mm dia MSERW pipe 7.90mm thick (a) Blind & Threaded
15	(b) Slotted & threaded
16	(ii) 300 mm Dia Bail Plug
17	(iii) 300 mm Dia MS well cap
18	(iv) 300 mm Dia MS clamp with nuts & bolts
19	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm
20	(vi) Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department
21	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
22	Dismantling of heavy duty percussion Rig machine & other equipments and clearance of site after finishing the job.
23	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
24	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
25	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY DIRECT ROTARY RIG MACHINE IN DISTRICT DEHRADUN. (150 meter Deep) Schedule A-2
26	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 andleveling 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
27	(i) Erection & Leveling of rig machine at site of work
28	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
29	Procurement of TW assembly as below (i) 300 mm dia MSERW pipe 7.90mm thick (a) Blind & Threaded
30	(b) Slotted & threaded
31	(ii) 300 mm Dia Bail Plug
32	(iii) 300 mm Dia MS well cap
33	(iv) 300 mm Dia MS clamp with nuts & bolts
34	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm
35	(vi) Surrounding of pea Gravels in between bore and tube well assembly upto entire depth of tube well ordered by the department
36	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.
37	(ii) Lowering of 300 mm dia MSERW housing pipe (Plain & Slotted pipe) as required.
38	(iii) Fixing of 300 mm dia, 8 mm thick tube well cap.
39	(iv) Fixing of 300 mm dia M.S.D.I. housing clamp.
40	Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.
41	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.
42	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.
43	RATES OF THE DRILLING & DEVELOPMENT OF TUBE WELLS BY HEAVY DUTY DUAL ROTARY RIG MACHINE IN DISTRICT DEHRADUN. (150 meter Deep) Schedule A-3
44	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
45	(ii) Erection & Leveling of rig machine at site of work
46	Drilling of bore following sizes by heavy duty dual rotaryRig 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
47	(ii) 450 mm dia bore from 50 m to 100 m BGL
48	(iii) 400 mm dia bore from 100 m to 150 m BGL
49	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
50	(ii) Lowering of 400 mm Dia casing pipe (a) from GL to 100 m BGL
51	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
52	(ii) Extraction of 500/450mm dia casing pipe from 150 m BGL to 50 m BGL
53	(iii) Extraction of 600/550/500mm dia casing pipe from 50 m BGL to GL
54	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
55	(ii) Lifting of 500/450mm dia casing pipe from 50 m BGL to GL as below
56	Procurement of TW assembly as below (i) 300 mm dia MSERW pipe 7.90mm thick (a) Blind & Threaded
57	(b) Slotted & threaded
58	(ii) 300 mm Dia Bail Plug
59	(iii) 300 mm Dia MS well cap
60	(iv) 300 mm Dia MS clamp with nuts & bolts
61	(v) Supply of pea gravel of size 1.6 mm to 4.8 mm
62	(vi) Surrounding of pea Gravels in between bore and tubewell assembly upto entire depth of tubewell ordered by the department
63	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
64	Dismantling of heavy duty percussion Rig machine & other equipments and clearance of site after finishing the job.
65	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
66	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