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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹41.2 L+₹2.0 L (5.13%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹42.3 L+₹3.1 L (7.99%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹42.3 L+₹3.2 L (8.05%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹42.6 L+₹3.5 L (8.89%)Rejected-Finance | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | H.N.SINGH AND COMPANY L3 | ABTAR SINGH AND COMPANY L4 | M/S Sharma Enterpirses L5 | vats associates L2 | JASPREET SINGH L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Transportation of Rig along with allied accessories etc. complete including errection and leveling at site. Through all kinds of roads approaches fields etc. in all leads and lifts upto site of work complete in all respect and as per the direction of the Engineer-in-charge. | 1 | Nos. | 50,000 ₹50,000 Lowest | 50,000 ₹50,000 Lowest | 1,00,000 ₹1,00,000 | 1,00,000 ₹1,00,000 | 52,000 ₹52,000 |
| 2.00 | Earth work in foundation for digging T/well in all kinds of soils including dewatering, strutting, shoring from G.L. up to 5mtrs. including disposing excavated soil in all leads and lifts complete in all respect and as per direction of the Engineer-in-charge. | 15.71 | Cum | 950 ₹14,924.5 | 1,000 ₹15,710 | 700 ₹10,997 Lowest | 700 ₹10,997 Lowest | 800 ₹12,568 |
| 3.00Drilling of bore as per specifications laid down in IS:2800-1991(Part-I) with upto date amendments, if any with percussion Rig or combination drilling Rig starting with 650-600 mm dia M.S, pipe reduced to 450-400mm dia M.S. pipe confirming to IS 4270-2001 with upto date amendments, if any. In all kinds of soils, boulders, rocks collapsible strata, saturated soils, artesian conditions including the cost of all consumables stores water fuel lubricants and other accessories etc. complete in all respect and as per direction of the Engineer-in-Charge. | ||||||||
| 3.01 | Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 5-30 mtrs. below ground level within all leads and lifts and carriage of material and as per direction of the Engineer-in-charge. | 25 | Mtr. | 23,000 ₹5,75,000 | 23,500 ₹5,87,500 | 21,000 ₹5,25,000 Lowest | 23,000 ₹5,75,000 | 22,000 ₹5,50,000 |
| 3.02 | Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 30-60 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge.. | 30 | Mtr. | 23,000 ₹6,90,000 | 23,500 ₹7,05,000 | 22,000 ₹6,60,000 Lowest | 22,000 ₹6,60,000 Lowest | 22,000 ₹6,60,000 Lowest |
| 3.03 | Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 60-90 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge.. | 30 | Mtr. | 23,500 ₹7,05,000 | 23,500 ₹7,05,000 | 23,000 ₹6,90,000 | 21,000 ₹6,30,000 Lowest | 21,000 ₹6,30,000 Lowest |
| 3.04 | Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 90-125 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge. | 35 | Mtr. | 23,500 ₹8,22,500 | 23,500 ₹8,22,500 | 23,500 ₹8,22,500 | 19,000 ₹6,65,000 Lowest | 21,000 ₹7,35,000 |
| 4.00 | Collection, preservation and display of suitable size sample box with top lid and locking arrangement till handing over of the T/well of the Deptt. complete in all respect as per the direction of the Engineer-in-Charge. | 1 | Nos. | 2,500 ₹2,500 | 2,500 ₹2,500 | 2,000 ₹2,000 Lowest | 2,000 ₹2,000 Lowest | 2,500 ₹2,500 |
| 5.01 | Supplying and lowering of IS marked electric Resistance welded M.S. pipe 300mm dia nominal size housing 8mm thick having out side dia 323.9mm.Screwed end socketted, confirming to IS:4270-2001 with upto date amendments if any about 4mtrs. to 7mtrs. in length welded with out any circumferential joints in to bore hole in vertical position including cost of all scaffolding derricks holes, clamp embedded in foundation etc. including cost of all cutting threading and welding of pipe etc. with in all leads and lift complete in all respect as per the direction of the Engineer in Charge. | 50 | Mtr. | 7,800 ₹3,90,000 | 7,500 ₹3,75,000 Lowest | 7,500 ₹3,75,000 Lowest | 7,500 ₹3,75,000 Lowest | 7,500 ₹3,75,000 Lowest |
| 5.02 | Providing & fixing and lowering of IS marked Electric Resistance welded (ERW) pipe of 300mm dia nominal size housing ,8 mm thick with sloted size of (opening 1.0 mm as per IS:8110-2000 with slot size (75x1.6mm with upto date ammendment if any and specification asd per ISI complete in all respect and carriage of material and as per direction of the Engineer-in-charge. | 10 | Mtr. | 9,800 ₹98,000 | 9,800 ₹98,000 | 9,500 ₹95,000 Lowest | 9,500 ₹95,000 Lowest | 9,500 ₹95,000 Lowest |
Tender Value
₹30.1 L
EMD Value
₹37,860
Closing Date
11 Mar 2024, 11:00 amClosed
Executive Engineer
Jal Shakti Division Paonta Sahib PO and tehsil Paonta Sahib District Sirmour HP
Drilling Lowering Tube Well 300 mm dia 125 mtr. deep by Percussion Method.
2024_HPIPH_87848_2
PNT-SMR02-720 No. 22740-22839 Dated 26.02.2024
Open Tender
Civil Works
Item Rate
120 days
Paonta Sahib
Please refer to tender documents
8 documents required · 8 mandatory
₹400
EE Jal Shakti Division Paonta Sahib
₹37,860
Yes
22 Aug 2025
5 Mar 2024
11 Mar 2024
5 Mar 2024
11 Mar 2024
5 Mar 2024
5 Mar 2024 - 11 Mar 2024
Amount
Transportation of Rig along with allied accessories etc. complete including errection and leveling at site. Through all kinds of roads approaches fields etc. in all leads and lifts upto site of work complete in all respect and as per the direction of the Engineer-in-charge.
Earth work in foundation for digging T/well in all kinds of soils including dewatering, strutting, shoring from G.L. up to 5mtrs. including disposing excavated soil in all leads and lifts complete in all respect and as per direction of the Engineer-in-charge.
Drilling of bore as per specifications laid down in IS:2800-1991(Part-I) with upto date amendments, if any with percussion Rig or combination drilling Rig starting with 650-600 mm dia M.S, pipe reduced to 450-400mm dia M.S. pipe confirming to IS 4270-2001 with upto date amendments, if any. In all kinds of soils, boulders, rocks collapsible strata, saturated soils, artesian conditions including the cost of all consumables stores water fuel lubricants and other accessories etc. complete in all respect and as per direction of the Engineer-in-Charge.
Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 5-30 mtrs. below ground level within all leads and lifts and carriage of material and as per direction of the Engineer-in-charge.
Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 30-60 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge..
Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 60-90 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge..
Drilling and lowering of M.S. casing pipes confirming to IS:4270-2001 with upto date amendments if any of suitable sizes as mentioned above from 90-125 mtrs. below ground level with in all leads and lifts and carriage of material and as per direction of the Engineer-in-charge.
Collection, preservation and display of suitable size sample box with top lid and locking arrangement till handing over of the T/well of the Deptt. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying and lowering of IS marked electric Resistance welded M.S. pipe 300mm dia nominal size housing 8mm thick having out side dia 323.9mm.Screwed end socketted, confirming to IS:4270-2001 with upto date amendments if any about 4mtrs. to 7mtrs. in length welded with out any circumferential joints in to bore hole in vertical position including cost of all scaffolding derricks holes, clamp embedded in foundation etc. including cost of all cutting threading and welding of pipe etc. with in all leads and lift complete in all respect as per the direction of the Engineer in Charge.
Providing & fixing and lowering of IS marked Electric Resistance welded (ERW) pipe of 300mm dia nominal size housing ,8 mm thick with sloted size of (opening 1.0 mm as per IS:8110-2000 with slot size (75x1.6mm with upto date ammendment if any and specification asd per ISI complete in all respect and carriage of material and as per direction of the Engineer-in-charge.
Providing and fixing M.S.Tapper/reducer as per lengths approved by the Engineer-in-Charge the material of M.S. tapper/reducer shall be equivalent to parent pipe materials and shall conform to chemical composition as per clause 5.2 and mechanical properties as per clause 6.1 and table 1 of 4270-2001 with up to date amendments, if any, complete in all respect and as per direction of the Engineer-in-Charge.
Supplying and lowering of ISI marked Electric Resistance welded M.S. pipes 200mm dia nominal size housing 6.4mm thick having out side dia mtrs. 219.1mm screwed and socketted confirming to IS 4270-2001 with upto date amendment, if any about 4mtrs. to 7mtrs. in length welded without any circumferential joint, into bore hole in vertical position including cost of all scaffolding derricks poles, clamps embedded in foundation etc. including cost of all cutting threading and welding of pipes etc. within all leads and lift complete in all respect and as per direction of the Engineer-in-Charge.
Providing & fixing and lowering of IS marked Electric Resistance welded (ERW) pipe of 200mm dia nominal size housing ,8 mm thick with sloted size of (opening 1.0 mm as per IS:8110-2000 with slot size (75x1.6mm with upto date ammendment if any and specification asd per ISI complete in all respect
Providing and fixing MS centralized guides at suitable spacing for each tube well as per S-226-1991 with up to date amendments if any, within all leads, lifts 1x4 Nos. complete in all respect as per the direction of the Engineer-in-Charge.
Supplying, lowering and fixing in position IS marked mild steel bail plug of 200 mm /300 mm diameters unhooks as per IS 2800-1991 with up to date amendments if any, with in all leads and lifts complete in all respect and as per the direction of the Engineer-in-Charge.
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 and lifts complete in all respect and as per direction of the Engineer-in-Charge.
Supplying and packing of gravel consisting of hard quartz of other suitable materials with an average specific gravity of not less than 3.5 not containing more than 2% by weight of thin flat or elongated pieces, shall be of sub rounded grains with minimum angular features of size 2-2.35mm shall be free from impunities such as safe, shale, micafelspar, clay, sand dirt, hematite and organic materials as per IS 4097-1967 with up to date amendment, if any around intake of tube well with minimum thickness of shroud around screen generally 100mm to the entire depth of the bore as per IS 2800 (Part-I) 1991 with upto date amendment if any, with in all leads and lifts complete in all respect and as per direction of the Engineer-in-Charge.
Extraction of all sizes blind/ casing pipes with machine starting from the bottom of the bore hole, with in all leads, lifts complete in all respect and as per direction of the Engineer-in-Charge as follow :-
(a) In contact with soil.
(b) Freely hanging.
Development of tube well by back washing method with air compressor of minimum 750 CFM capacity, pumping pipe of 200mm size and air line minimum 65mm size of with other suitable method, till the well thoroughly developed as per clause 4.2 of IS 11189-1985 with up to date amendments if any complete in all respect and as per direction of the Engineer-in-Charge.
Development of tube well by continuous over pumping method with VT pumps/submersible pumps of suitable capacity not less than double the discharge established by the compressor method/design discharge, until the well is sand free as per IS-11189-1985 with up to date amendments, if any, complete in all respects and as per direction 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 other not less than the rank of Assistant Engineer.
Testing of verticality of the tube well as per clause 4.3 of IS-2800 (Part-II) 1979 with up to date amendments, if any, using plumb or plunger 6mm smaller in dia within the inside diameter of the well casing. The results of the verticality lest shall be recorded on proforma shown in Appendix A of IS: 2800(Part-II) 1979 with up to date amendments, if any, as appended with the tender documents and handed over complete in all respects as directions of the Engineer-in-Charge.
Dismantling of Rigs or other allies accessories after completion of the job within all leads, lifts compete in all respect and as per direction of the Engineer-in-Charge.
Providng and fixing in position ISMB 250 X 125 mm welded with Casing pipe with clamps to hold the bore well in position and to prevent sinking of bore well.12 mtr
Handing over the tube well in complete in complete shape as appendix B of the clause 7 of IS: 2800 (Part-II) 1979 with upto date amendments, if any, as appended with the tender documents, in laminated form in triplicate. Complete in all respects as per directions of the Egnieer-in-Charge.
vats associates
H.N.SINGH AND COMPANY
ABTAR SINGH AND COMPANY
M/S Sharma Enterpirses
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