Himachal Pradesh Agriculture Development Society has published Tender For Drilling, Lowering Of Assembly And Development Of Tube Wells At Twis Siuni, Babehar-I Ii, Tanda Mandir, Khadar Parduni, Kotari Chandpur (Kotari Side And Chandpur Side), Toka Nagla I Ii And Chabuan Under Hpcdp (Phase-Ii), Jica-Oda. Submission Date for this Tender is 19-02-2024. Drilling Work Tenders in hamirpur Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Drilling, lowering of assembly & development of TubeWell, 70 mtrs depth (Rotary Rig) at village Siuni, G.P. Mati Tihra, Tehsil & District Hamirpur (H.P) |
| 2 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 3 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 4 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 5 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 6 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 7 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 8 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 9 | Supplying and LoweringatsiteElectricResistanceWelded ( ERW)StainlessSteelCage type "V" wire woundscreensof size 300 mm , 8 mm thick withslot opening 1.0 mm,as per IS 8110-2000 with upto date ammendments,if any, and material specification as per AISI" American Iron andSteel Inst " TypeGradeSS-304 in suitablelenghts as per site conditions, including the cost of SS socket 8mm thickness(suppliedbythedepartment ) oflength140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blindpipes completein all respectsall scaffolding derricks, poles, clamps, embeddingin foundation etc. including cost of all cutting, threading andwelding of pipes etc. within allleadsand liftscomplete in all respects as per thedirections of theEngineer - in - Charge. Screenwillbe ofcontinuous trapezoidalwirespirallywoundaroundfabricated cage. The wrapping wire having"V" shaped ( Wedge) profile wire withflat surface onthe outsideand producingexpandingslotsontheinsideof variousdimensions,resistance welded to acylindricalbodymade of number oflongitudinalspecialhigh tensilesupportrods to providessmooth unrestrictedbore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 10 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 11 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 12 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 13 | Supply and loweringatsiteElectricResistanceWelded (ERW)StainlessSteelCage type "V" wire wound screens of size 200 mm ,6.40 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date amendments,if any, and material specification as per AISI"American Iron and Steel Inst" Type Grade SS-304 insuitable lenghts asper site conditions, including the costofSS socket 8 mm thickness ( supplied by the department) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks,poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge.Screen will be of continuous trapezoidal wire spirally wound around fabricated cage.The wrapping wire having"V" shaped(Wedge)profilewirewith flatsurface onthe outside andproducingexpandingslots on theinsideofvariousdimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 14 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 200 mm dia nominal sizehousing 8mm thick heaving outside diameter 219.10mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 15 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 16 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 17 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 18 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elangatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 19 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 20 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 21 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 22 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 23 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 24 | Drilling, lowering of assembly & development of TubeWell Babehar- 1, 150 mtrs depth (Rotary Rig) at village Babehar, G.P. Babehar, Tehsil Ghanari, District Una (H.P) |
| 25 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 26 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 28 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 29 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 30 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 650-600 mm diaM.S pipe reduced to 450-400 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 31 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 32 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 33 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 34 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 90-140mtrs below ground level within all leads and lifts. |
| 35 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 140-160 mtrs below ground level within all leads and lifts. |
| 36 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 37 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.1 mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-to dateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 38 | Supplying and LoweringatsiteElectricResistanceWelded ( ERW)StainlessSteelCage type "V" wire woundscreensof size 300 mm , 7.1 mm thick withslot opening 1.0 mm,as per IS 8110-2000 with upto date ammendments,if any, and material specification as per AISI" American Iron andSteel Inst " TypeGradeSS-304 in suitablelenghts as per site conditions, including the cost of SS socket 8mm thickness(suppliedbythedepartment ) oflength140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blindpipes completein all respectsall scaffolding derricks, poles, clamps, embeddingin foundation etc. including cost of all cutting, threading andwelding of pipes etc. within allleadsand liftscomplete in all respects as per thedirections of theEngineer - in - Charge. Screenwillbe ofcontinuous trapezoidalwirespirallywoundaroundfabricated cage. The wrapping wire having"V" shaped ( Wedge) profile wire withflat surface onthe outsideand producingexpandingslotsontheinsideof variousdimensions,resistance welded to acylindricalbodymade of number oflongitudinalspecialhigh tensilesupportrods to providessmooth unrestrictedbore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 39 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 40 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 41 | Supply and loweringatsiteElectricResistanceWelded (ERW)StainlessSteelCage type "V" wire wound screens of size 200 mm ,6.40 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date amendments,if any, and material specification as per AISI"American Iron and Steel Inst" Type Grade SS-304 insuitable lenghts asper site conditions, including the costofSS socket 8 mm thickness ( supplied by the department) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks,poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge.Screen will be of continuous trapezoidal wire spirally wound around fabricated cage.The wrapping wire having"V" shaped(Wedge)profilewirewith flatsurface onthe outside andproducingexpandingslots on theinsideofvariousdimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 42 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 43 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 44 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 45 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elangatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 46 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 47 | Development of tubewell by continuous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 48 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 49 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 50 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 51 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 52 | Drilling, lowering of assembly & development of TubeWell Babehar- 2, 200 mtrs depth (Rotary Rig) at village Babehar, G.P. Babehar, Tehsil Ghanari, District Una (H.P) |
| 53 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 54 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 55 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 56 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 57 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 58 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 650-600 mm diaM.S pipe reduced to 450-400 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 59 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 60 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 61 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 62 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 90-140mtrs below ground level within all leads and lifts. |
| 63 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 140-190 mtrs below ground level within all leads and lifts. |
| 64 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 190-200 mtrs below ground level within all leads and lifts. |
| 65 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 66 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.1 mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-to dateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 67 | Supplying and LoweringatsiteElectricResistanceWelded ( ERW)StainlessSteelCage type "V" wire woundscreensof size 300 mm , 7.1 mm thick withslot opening 1.0 mm,as per IS 8110-2000 with upto date ammendments,if any, and material specification as per AISI" American Iron andSteel Inst " TypeGradeSS-304 in suitablelenghts as per site conditions, including the cost of SS socket 8mm thickness(suppliedbythedepartment ) oflength140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blindpipes completein all respectsall scaffolding derricks, poles, clamps, embeddingin foundation etc. including cost of all cutting, threading andwelding of pipes etc. within allleadsand liftscomplete in all respects as per thedirections of theEngineer - in - Charge. Screenwillbe ofcontinuous trapezoidalwirespirallywoundaroundfabricated cage. The wrapping wire having"V" shaped ( Wedge) profile wire withflat surface onthe outsideand producingexpandingslotsontheinsideof variousdimensions,resistance welded to acylindricalbodymade of number oflongitudinalspecialhigh tensilesupportrods to providessmooth unrestrictedbore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 68 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 69 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 70 | Supply and loweringatsiteElectricResistanceWelded (ERW)StainlessSteelCage type "V" wire wound screens of size 200 mm ,6.40 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date amendments,if any, and material specification as per AISI"American Iron and Steel Inst" Type Grade SS-304 insuitable lenghts asper site conditions, including the costofSS socket 8 mm thickness ( supplied by the department) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks,poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge.Screen will be of continuous trapezoidal wire spirally wound around fabricated cage.The wrapping wire having"V" shaped(Wedge)profilewirewith flatsurface onthe outside andproducingexpandingslots on theinsideofvariousdimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 71 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 72 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 73 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 74 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elangatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 75 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 76 | Development of tubewell by continuous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 77 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 78 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 79 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 80 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 81 | Drilling, lowering of assembly & development of TubeWell, 90 mtrs depth (Percussion Rig) at village Tanda Mandir, G.P. Dhaban, Tehsil Balh, District Mandi (H.P) |
| 82 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 83 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 84 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 85 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 86 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 87 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 88 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 89 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 90 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 91 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 92 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 93 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 94 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 95 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 200 mm dia nominal sizehousing 8mm thick heaving outside diameter 219.10mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 96 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 97 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 98 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 99 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 100 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 101 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 102 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 103 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 104 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 105 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 106 | Drilling, lowering of assembly & development of TubeWell, 80 mtrs depth (Rotary Rig) at village Parduni, G.P. Parduni, Tehsil Paonta Sahib, District Sirmour (H.P) |
| 107 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 108 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 109 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 110 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 111 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 112 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 113 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 114 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 115 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 116 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 117 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 118 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 119 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 120 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 121 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 200 mm dia nominal sizehousing 8mm thick heaving outside diameter 219.10mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 122 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 123 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 124 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 125 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 126 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 127 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 128 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 129 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 130 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 131 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 132 | Drilling, lowering of assembly & development of TubeWell, 60 mtrs depth (Rotary Rig) Chandpur Side at village Kotari Chandpur, G.P. Beas- Kotari, Tehsil Paonta Sahib, District Sirmaur (H.P) |
| 133 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 134 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 135 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 136 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 137 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 138 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 139 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 140 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 141 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 142 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 143 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 144 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 145 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 146 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 147 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 148 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 149 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 150 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 151 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 152 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 153 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 154 | Drilling, lowering of assembly & development of TubeWell, 60 mtrs depth (Rotary Rig) Kotari Side at village Kotari Chandpur, G.P. Beas- Kotari, Tehsil Paonta Sahib, District Sirmaur (H.P) |
| 155 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 156 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 157 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 158 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 159 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 160 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 161 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 162 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 163 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 164 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 165 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 166 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 167 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 168 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 169 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 170 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 171 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 172 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 173 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 174 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 175 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 176 | Drilling, lowering of assembly & development of TubeWell-I, 80 mtrs depth (Rotary Rig) at village Toka Nagla, G.P. Kundiyon, Tehsil Paonta Sahib, District Sirmaur (H.P) |
| 177 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 178 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 179 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 180 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 181 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 182 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 183 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 184 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 185 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 186 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 187 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 188 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 189 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 190 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 191 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 192 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 193 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 194 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 195 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 196 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 197 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 198 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 199 | Drilling, lowering of assembly & development of TubeWell-II, 80 mtrs depth (Rotary Rig) at village Toka Nagla, G.P. Kundiyon, Tehsil Paonta Sahib, District Sirmaur (H.P) |
| 200 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 201 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 202 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 203 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 204 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 205 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 350-300 mm diaM.S pipe reduced to 250-200 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 206 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 207 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 208 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 209 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 210 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.0mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-todateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 211 | Providing & Lowering of IS marked electrical resistance welded M.S slotted pipe 300 mm dia nominal sizehousing 8mm thick heaving outside diameter 323.90mm screwed and socketted confinming to IS 4270-2001 slot size 1.5 x 75mm welded upto date ammendments if any about 4-7 mtrs in length welded without any circumfererincial joint into borewhole in vertical position including cost of all scufolding derrcks poles clamb embeded in foundation etc. including cost of all cutting,threading and welding pipes etc. within all leads and lift complete in all respects as per directions of Engineer-in Charge |
| 212 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 213 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 214 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 215 | Supplying and packing ofgravel fine/ medium/ coarse in required grading & sizes as per the actual requirement, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elongatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 216 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 217 | Development of tubewell by continous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 218 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 219 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 220 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 221 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 222 | Drilling, lowering of assembly & development of TubeWell, 120 mtrs depth (Rotary Rig) at village Chabuan, G.P. Jhonka Ratiyal, Tehsil Jawali, District Kangra (H.P) |
| 223 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of theEngineer-in-Charge. |
| 224 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 225 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation & plinth in all shapes and sizes Cement mortar 1:6 (1 cement : 6 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 226 | 15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of theEngineer-in-Charge. |
| 227 | Transportation of Rig along with allied accessories etc. complete including errection and levelling at site, through all kinds of roads, approaches fields etc. in allleads andlifts completed in all respects as per the directions ofEngineer - in-Charge. |
| 228 | Drillingofbore as perspecification laiddown inIS 2800-1991 (part-I) with upto date ammendments,if any,with percussion Rig /DirectRotaryRig or combination drillingRig. starting with 650-600 mm diaM.S pipe reduced to 450-400 mm dia M.S pipe confirming to IS 4270-2001 with up-to-date ammendements ,if any, in all kind of soils, boulders, rocks, collapsible strata, saturated soils,artesian conditions including the cost of all consumable, stores,water,fuel,lubricants and other accessories etc. complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 229 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from0-30 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 230 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from30-60 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 231 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from60-90 mtrs below ground level complete in all respectsd as per the directions of the Engineer -in -Charge. |
| 232 | Drillingandlowering of M.S casingpipes confirming toIS 4270-2001 with up-to-date ammendments,if any, of suitable sizes as mentioned above,from 90-140mtrs below ground level within all leads and lifts. |
| 233 | Collection, preservaion and display of suitablesizesamplebox withtop lid andlocking arrangement till handing over of the tube well to the department complete in all respects as per the directions of the Engineer -in -Charge. |
| 234 | Supplyandlowering ofIS markedElectricResistance WeldedM.S. pipe 300 mm dia nominal size housing, 7.1 mm thick having out side dia mtrs. 323.90 mm bevelled edgeconfirmingto I.S.4270-2001withup-to dateamendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, intoborehole in verticalpositionincludingcost of allscaffolding derricks, poles, clampsembeddedin foundationetc. including cost of all cutting, threadingandweldingofpipesetc. withinallleadsandlifts,complete in all respects as per the directions of the Engineer -in-Charge. |
| 235 | Supplying and LoweringatsiteElectricResistanceWelded ( ERW)StainlessSteelCage type "V" wire woundscreensof size 300 mm , 7.1 mm thick withslot opening 1.0 mm,as per IS 8110-2000 with upto date ammendments,if any, and material specification as per AISI" American Iron andSteel Inst " TypeGradeSS-304 in suitablelenghts as per site conditions, including the cost of SS socket 8mm thickness(suppliedbythedepartment ) oflength140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blindpipes completein all respectsall scaffolding derricks, poles, clamps, embeddingin foundation etc. including cost of all cutting, threading andwelding of pipes etc. within allleadsand liftscomplete in all respects as per thedirections of theEngineer - in - Charge. Screenwillbe ofcontinuous trapezoidalwirespirallywoundaroundfabricated cage. The wrapping wire having"V" shaped ( Wedge) profile wire withflat surface onthe outsideand producingexpandingslotsontheinsideof variousdimensions,resistance welded to acylindricalbodymade of number oflongitudinalspecialhigh tensilesupportrods to providessmooth unrestrictedbore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 236 | Providingandfixing M.S. taper / reducer asper lengthsapprovedby Engineer -in-Charge ,the material of M.S taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per 4270-2001 with upto date ammendments ,if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 237 | Supply and lowering of IS marked Electric Resistance Welded M.S.pipe 200 mm nominalsizehousing, 6.40 mm thick havingout side diamtrs. 219.10 mm bevellededgeconfirming to I.S. 4270-2001 with up-todateammendments, if any ,about 4 mtrs to 7 mtrs in length, welded without any circumferential joints, into borehole invertical positionincludingcostof allscaffolding derricks,poles,clamps embedded in foundation etc. includingcost of all cutting,threading and welding of pipes etc. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 238 | Supply and loweringatsiteElectricResistanceWelded (ERW)StainlessSteelCage type "V" wire wound screens of size 200 mm ,6.40 mm thick with slot opening 1.0 mm,as per IS 8110-2000 with upto date amendments,if any, and material specification as per AISI"American Iron and Steel Inst" Type Grade SS-304 insuitable lenghts asper site conditions, including the costofSS socket 8 mm thickness ( supplied by the department) of length 140 mm, confirming to AISI grade 304, suitable to accomodate screen and ring including jointing screen with blind pipes complete in all respects all scaffolding derricks,poles, clamps, embedding in foundation etc. including cost of all cutting, threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer - in - Charge.Screen will be of continuous trapezoidal wire spirally wound around fabricated cage.The wrapping wire having"V" shaped(Wedge)profilewirewith flatsurface onthe outside andproducingexpandingslots on theinsideofvariousdimensions, resistance welded to a cylindrical body made of number of longitudinal special high tensile support rods to provides smooth unrestricted bore which are in turn welded into cylindrical ring couplings on both sides of screens within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 239 | Providing and fixing M.S centralized guides at suitable spacing for each tube well as per IS 226-1991 with up-to-date amendmentsif any, within all leads and lifts ,1x4Nos. within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 240 | Supplying ,lowering and fixing in position IS marked mild steel bail plug of 200 mm/ 300 mm diameters with "U" hooks as per IS 2800-1991 with up -to date amendements ,ifany, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 241 | Providing. and fixing in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole,as required, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 242 | Supplying and packing of gravel, consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than2%by weight ofthin flat of elangatedpieces, shallbe of sub rounded to rounded grains with minimum angular features of size 2-3.35 mm ,shall be free from impurities such as shafe, shale, mica, felspar, clay, sand,dirt loam,baematte and organic material as pe IS 4097-1967 with upto date amendments,if any, aroundintake of tubewell with minimum thickness of shroud around screen generally 100 mm to the entire depth of the bore as per 2800 (Part-I ) 1991 with upto date amendments, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 243 | Development of tubewellbyback washing method, with air compressor of minimum 750CFM capacity, pumpingpipe of200 mmsizeand airline of minimum 65 mm size or with other suitable method,till the well is thoroughly developed as per clause 4.2 of IS 11189-1985, with upto date anebdnebts, if any, within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 244 | Development of tubewell by continuous over pumping method,with VT pump/ submersible pumpsofsuitable capacitynot lessthan doublethedischarge establishedbythe compressormethod/ design discharge, untillthe well is sandfree as per IS-11189-1985up -to- date amendments,if any, complete in all respects asper directions ofthe Engineer -in- Charge .The draw down and discharge to be established by running the VT / Submersible pump continously for 8 hoursin the presence of officer not lessthan the rank of AssistantEngineer. |
| 245 | Testing the verticalityofthe tubewell as per clause 4.3 of IS 2800( Part-II) 1979 with upto date amendments, if any, using plumb or plunger 6 mm smaller in dia within the inside diameter of the well casing.The results of the verticality test shall be recorded on proforma shown in Appendix A of IS 2800 (Part-II) 1979 with up-to-date ammendments, if any, as appended with the tender documents and handed over complete in all respect as the directions of the Engineer -in- Charge. |
| 246 | Dismentalling ofRig or other allied accesssoriesafter completion ofjobwithin all leads & lifts, complete in all respects as per the directions of the Engineer-in- Charge. |
| 247 | Handing over of thetubewellin completeshape as per appendex "B" of clause 7 of IS 2800 (Part-II) -1979 with upto date ammendmentesif any, as appended with the tender documents, in laminated form , in triplicate, complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 248 | Providing chain pulley block tripod with chain pulley having capacity of 1 Ton complete within all leads & lifts complete in all respects as per the directions of the Engineer -in -Charge. |
| 249 | 125 mm. |
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