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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | L1 | Accepted-AOC Lowest-1 | |
| 2 | L2₹17.0 L+₹32,315 (1.94%)Rejected-Finance | L2 | Rejected-Finance Highest bidder | |
| 3 | L3₹19.3 L+₹2.6 L (15.6%)Rejected-Finance | L3 | Rejected-Finance Highest bidder |
| Sl No | Description | Qty | Unit | ABTAR SINGH AND COMPANY L3 | popular pipes L2 | M/S. Mast Ram Jaswal And Co. L1 |
|---|---|---|---|---|---|---|
| 1.00 | Transportation of Rig along-with allied accessories etc.complete including erection and levelling at site through all kind of roads,approaches field etc.in all leads and lifts upto site of work complete in all respect. | 1 | Each | 35,000 ₹35,000 | 35,000 ₹35,000 | 30,000 ₹30,000 Lowest |
| 2.00 | Earth work in foundation for digging Tube-Well in all kinds of soils including dewatering,shoring,strutting from ground level upto 5.00 Metres including disposing excavated soil in all leads and lifts complete in all respect. | 5 | Per Metre | 7,500 ₹37,500 | 5,500 ₹27,500 | 5,200 ₹26,000 Lowest |
| 3.00Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments, if any with Direct rotary Rig or combination of percussion /DTH/indirect rotary drilling Rig starting with 650-600mm.dia M.S. Pipe reduced to 450-400mm.dia M.S. pipe confirming to IS-4270-2001 with uplodate ammendments,if any in all kind of soils boulders,rocks, collapsible strata,saturated soil,artesian,conditions including the cost of all consumables,store,water,fule,lubricents and other accessories etc.complete in all respect. | ||||||
| 3.01 | Drilling and lowering of M.S.casing pipes 650-600mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 5 Metres to 30 Metres below ground level. | 25 | Per Metre | 7,500 ₹1,87,500 | 6,400 ₹1,60,000 | 6,000 ₹1,50,000 Lowest |
| 3.02 | Drilling and lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge.. | 30 | Per Metre | 8,000 ₹2,40,000 | 7,000 ₹2,10,000 | 6,500 ₹1,95,000 Lowest |
| 3.03 | Drilling and lowering of M.S.casing pipes 550-500mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 60 Metres to 100 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge. | 40 | Per Metre | 8,500 ₹3,40,000 | 7,800 ₹3,12,000 | 6,800 ₹2,72,000 Lowest |
| 3.04 | Drilling and lowering of M.S.casing pipes 500-450 mm.dia confirming to IS-4270-2001 with uptodate amme dments if any of suitable sizes as mentioned above from 100 to 125 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge. | 25 | Per Metre | 9,000 ₹2,25,000 | 8,200 ₹2,05,000 | 7,200 ₹1,80,000 Lowest |
| 4.00 | Collection, preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respect. | 1 | Each | 1,000 ₹1,000 Lowest | 1,500 ₹1,500 | 1,000 ₹1,000 Lowest |
| 5.00 | Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.90mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect. | 50 | Per Metre | 7,200 ₹3,60,000 | 6,300 ₹3,15,000 Lowest | 6,400 ₹3,20,000 |
| 5.01 | Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel slotted Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.90mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length should have 1600 slots per metre as per IS- 8110:1985 of 75 x 1.57 mm slot size,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect. | 15 | Per Metre | 7,800 ₹1,17,000 | 1 ₹15 Lowest | 6,400 ₹96,000 |
Tender Value
₹14.3 L
EMD Value
₹28,558
Closing Date
7 Feb 2022, 11:00 amClosed
Executive Engineer
Jal Shakti Division, Fatehpur
Sub head Drilling and lowering Tube Well Jakhara 125 mtr Deep
2022_HPIPH_56270_1
EE-JSD-FTR-Tender/21-14646-96
Open Tender
Civil Works
Item Rate
90 days
Tehsil Fatehpur
As per Notice Inviting Tender
9 documents required · 9 mandatory
₹400
Yes
Fatehpur
₹28,558
Yes
30 Dec 2025
31 Jan 2022
7 Feb 2022
31 Jan 2022
7 Feb 2022
31 Jan 2022
Amount
Transportation of Rig along-with allied accessories etc.complete including erection and levelling at site through all kind of roads,approaches field etc.in all leads and lifts upto site of work complete in all respect.
Earth work in foundation for digging Tube-Well in all kinds of soils including dewatering,shoring,strutting from ground level upto 5.00 Metres including disposing excavated soil in all leads and lifts complete in all respect.
Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments, if any with Direct rotary Rig or combination of percussion /DTH/indirect rotary drilling Rig starting with 650-600mm.dia M.S. Pipe reduced to 450-400mm.dia M.S. pipe confirming to IS-4270-2001 with uplodate ammendments,if any in all kind of soils boulders,rocks, collapsible strata,saturated soil,artesian,conditions including the cost of all consumables,store,water,fule,lubricents and other accessories etc.complete in all respect.
Drilling and lowering of M.S.casing pipes 650-600mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 5 Metres to 30 Metres below ground level.
Drilling and lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge..
Drilling and lowering of M.S.casing pipes 550-500mm. Dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 60 Metres to 100 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge.
Drilling and lowering of M.S.casing pipes 500-450 mm.dia confirming to IS-4270-2001 with uptodate amme dments if any of suitable sizes as mentioned above from 100 to 125 Metres below ground level copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge.
Collection, preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respect.
Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.90mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect.
Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel slotted Pipe 300mm.nominal size housing, 8mm. thick having outside diametre 323.90mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length should have 1600 slots per metre as per IS- 8110:1985 of 75 x 1.57 mm slot size,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect.
Providing and fixing M.S.Taper/Reducer as per lengths approved by the Engineer-in-Charge. The material of M.S. taper/reducer shall be equivalent to prevent pipe material and shall conform to Chemical composition as per Clause-5.2 and Mechanical properties as per clause-6.1 and table-1 of IS:4270-2001 with update ammendments,if any, complete respect.
Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel Pipe 200mm.nominal size housing, 6.40mm. thick having outside diametre 219.1mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect.
Supply and lowering of IS-Marked "Electric Resistance Welded Mild Steel slotted Pipe 200mm.nominal size housing, 6.40mm. thick having outside diametre 219.1mm.screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length should have 1040 slots per metre as per IS- 8110:1985 of 75 x 1.57 mm slot size,welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles clamps embedded in foundation etc. including cost of all cuttings,threading and welding of pipes etc in all respect.
Providing and fixing of M.S.centralized guides at suitable spacing for each Tube-Well as per IS-226-1991 with uptodate ammendments, if any copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge..
Supply,lowering,fixing and lowering in position IS-Marked Mild Steel bail plug of 200mm/330mm. Diametres with 'U' hooks as per IS-2800-1991 with uptodate ammendments,if any copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge.
Providing,fikxing and lowering in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole as required copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge...
Supply 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 than 2% by weight of thin flat or stangated pieces shall be of sub rounded grains with mnimum anuglar features of size 2-3 .3.5 mm shall be free from imputities such as shafe shale mica,felspar clay sand sand dit loam haematitie and organic materials as per is- 4097-1967 with uptp date ammendmenta, if any arround intake of tube-well with minimum thickness of shroud around screen generally 100mm to the entire depth of the bore as per IS-28000 (PART-1) 1991 with up tp date ammendments, if any copmlete in all respect with in all leads and lift and as per the drections and satisfaction of the Engineer-in- Charge.
Extraction of all sizes blind/casing pipes with Machine starting from the bottom of the bore hole complete in all respect of followings:-
In contact with soil.
Freely hangings.
Development of Tube-Well by backwashing method with Air Compressor of minimum 750CFM capacity Pumping pipe of 200mm. Size and Air line of minimum 65mm size or with other suitable method, till the Well is thoroughly developed as per Clause-4.2 of IS-11189:with uptodate ammendments, if any, complete in all respect.
Development of Tube-Well by continuous over Pumping method with V.T.Pumps/Submersible Pumps of suitable capacity not less than double the discharge established by the Compressor method/design discharge, untill the well sand free as per IS-11189:1985 with uptodate ammendments, if any; complete in all respect as per the directions of the Engineer-in-Charge. The draw-down and discharge to be established by running the VT/Submersible pump continuously for 8 Hours in the presence of the officer not less than the rank of the Assistant Engineer.
Testing the vertcality of the Tube-Well as per Clause-4.3 of IS-2800(Part-II)-1979 with uptodate ammendments, if any, using plumb or plunger 6mm.smaller in dia within the inside diameter of the Well casing. The result of the verticality test shll be recorded on proforma shown in Appendix-A of IS:2800(Part-II)-1979 with uptodate ammendments, if any complete in all respect.
Dismentalling of Rig or other allied, accessories after completion of job complete in all respect.
popular pipes
ABTAR SINGH AND COMPANY
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