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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L-1 | Accepted-AOC Works Awarded |
| 2 | L-2₹1.7 Cr+₹26.1 L (18.3%)Rejected-Finance | ₹1.7 Cr+₹26.1 L (18.3%) | L-2 | Rejected-Finance Higher Amount |
| 3 | L-3₹1.9 Cr+₹45.6 L (31.9%)Rejected-AOC | ₹1.9 Cr+₹45.6 L (31.9%) | L-3 | Rejected-AOC Higher Amount |
| Sl No | Description | Qty | Unit | H.N.SINGH AND COMPANY L1 | popular pipes L3 | M/S Sharma Enterpirses L2 |
|---|---|---|---|---|---|---|
| 1.00 | Transportation of reverse rotary Rig alongwith allied accessories etc.complete including errection and levelling at site through all kinds of roads, approaches fields etc.,in all leads and lifts upto site of work complete in all respects as per the directions of Engineer-in-Charge. | 11 | Job | 11,000 ₹1,21,000 Lowest | 20,000 ₹2,20,000 | 12,000 ₹1,32,000 |
| 2.00Drilling of bore as per specification laid down in IS-2800-1991 ( Part-1) with upto date ammendments (if any) with Reverse Rotary Rig satrting with 650-600 dia MS pipe reduced to 450-400 mm dia M.S pipe confirming to IS 4270-2001 with upto date amendments (if any) all kinds of soils boulders rocks collepsible strata saturated so as artesian conditions including the cost of all consumbales stores water fuel lubricants and other accessories etc. complete in all respects as per directions of Engineer-in-Charge. | ||||||
| 2.01 | Drilling of suitable sizes of bore as mentioned above from 0 to 30 metres below ground level with all leads and lifts. | 330 | Rmt. | 4,000 ₹13,20,000 Lowest | 5,500 ₹18,15,000 | 4,500 ₹14,85,000 |
| 2.02 | Drilling of suitable sizes of bore as mentioned above from 30 to 60 metres below ground level with all leads and lifts. | 330 | Rmt. | 4,500 ₹14,85,000 Lowest | 6,500 ₹21,45,000 | 5,000 ₹16,50,000 |
| 2.03 | Drilling of suitable sizes of bore as mentioned above from 60 to 90 metres below ground level with all leads and lifts. | 330 | Rmt. | 5,000 ₹16,50,000 Lowest | 7,500 ₹24,75,000 | 5,500 ₹18,15,000 |
| 2.04 | Drilling of suitale sie o bore as mentioned above from 90 to 150 metres = 180 Rmt, 90 to 145 mtrs,= 55 mtrs , 90 to 140 metres = 100 mtrs and 90 to 125 mtrs =175 below ground level with all leads and lifts. | 510 | Rmt. | 5,500 ₹28,05,000 Lowest | 8,500 ₹43,35,000 | 6,000 ₹30,60,000 |
| 3.00 | Collection, preservation and display of suitable size sample box with top lid and locking arrangement till handing over of the tube well to the department, complete in all respects as per directions of the Engineer-in-Charge. | 11 | Each | 1,000 ₹11,000 Lowest | 1,000 ₹11,000 Lowest | 1,000 ₹11,000 Lowest |
| 4.00 | Providing and fixing M.S taper/reducer as per length approved by Engineer-in-charge. The material of MS taper/reducer shall be equivalent to parent pipe material and shall confirm to chemical composition as per clause 5.2 and mechanical properties as per clause 6.1 and table 1 of IS 4270:2001 with upto date ammendments (if any) complete in all respects as per the directions of the engineer-in-Charge. | 11 | Each | 2,000 ₹22,000 | 3,000 ₹33,000 | 1,500 ₹16,500 Lowest |
| 5.00 | Supplying and lowering at site of IS marked Electric Resistance Welded plain bevelled ended steel pipe 300 mm dia nominal size housing, 8 mm thick having outside dia metre 323.9 mm butt welding plain ends confirming to I.S.4270-2001 with upto date amendments(if any) about 4 metres to 7 metres in length, welded without any circumfrential joints, 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 lifts complete in all respects as per the directions of the engineer-in-Charge. | 330 | Rmt. | 6,800 ₹22,44,000 | 6,500 ₹21,45,000 | 6,000 ₹19,80,000 Lowest |
| 5.01 | Supplying and Lowering at site IS marked Electri resistance welded steels slotted pipe of size 300 mm dia nominal size 8 mm thick with slot opening 1.0 mm, as per IS 8110-1978 with upto date amendments(if any) and vbutt welding plain ends confirming to IS 4270-2001 with upto date ammendments (if any) about 4 mtrs to 7 mtrs in length, welded without any circumfrential joints, into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embended in foundation etc. including cost of all cutting, threding and welding of pipes etc. within all leads and lifts complete in all respect as per the directions of the Engineer-in-Charge. | 22 | Rmt. | 6,800 ₹1,49,600 | 8,450 ₹1,85,900 | 6,600 ₹1,45,200 Lowest |
Tender Value
₹2.4 Cr
EMD Value
₹3.1 L
Closing Date
23 Mar 2026, 11:00 amClosed
Executive Emngineer
Executive Engineer JSV Division Nalagarh District Solan (HP)
Sub Head Drilling lowering and assembly of Tubewell at 150 meters depth 3Nos 1 Gurdaspur 2 Dugri 3 Nangal Dhakka 145 meter depth 1No 1. Bhatoli 140 meter depth 2 Nos 1 Souri Gujjran 2 Ratyor and 125 meter depth 5 Nos 1 Salewal 2 Mastanpura 3 Nangal
2026_HPIPH_130694_1
NIT NO. 16470-16520 dtd 06.3.2026
Open Tender
Civil Works - Water Works
Item Rate
365 days
Nalagarh
Please refer Tender documents.
8 documents required · 8 mandatory
₹5,000
₹3.1 L
10 Jun 2026
7 Mar 2026
23 Mar 2026
7 Mar 2026
23 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Transportation of reverse rotary Rig alongwith allied accessories etc.complete including errection and levelling at site through all kinds of roads, approaches fields etc.,in all leads and lifts upto site of work complete in all respects as per the directions of Engineer-in-Charge. | |||||
| 2Drilling of bore as per specification laid down in IS-2800-1991 ( Part-1) with upto date ammendments (if any) with Reverse Rotary Rig satrting with 650-600 dia MS pipe reduced to 450-400 mm dia M.S pipe confirming to IS 4270-2001 with upto date amendments (if any) all kinds of soils boulders rocks collepsible strata saturated so as artesian conditions including the cost of all consumbales stores water fuel lubricants and other accessories etc. complete in all respects as per directions of Engineer-in-Charge. | |||||
| 2.01 | Drilling of suitable sizes of bore as mentioned above from 0 to 30 metres below ground level with all leads and lifts. | - | Rmt. | - | - |
| 2.02 | Drilling of suitable sizes of bore as mentioned above from 30 to 60 metres below ground level with all leads and lifts. | - | Rmt. | - | - |
| 2.03 | Drilling of suitable sizes of bore as mentioned above from 60 to 90 metres below ground level with all leads and lifts. | - | Rmt. | - | - |
| 2.04 | Drilling of suitale sie o bore as mentioned above from 90 to 150 metres = 180 Rmt, 90 to 145 mtrs,= 55 mtrs , 90 to 140 metres = 100 mtrs and 90 to 125 mtrs =175 below ground level with all leads and lifts. | - | Rmt. | - | - |
| 3Collection, preservation and display of suitable size sample box with top lid and locking arrangement till handing over of the tube well to the department, complete in all respects as per directions of the Engineer-in-Charge. | |||||
| 4Providing and fixing M.S taper/reducer as per length approved by Engineer-in-charge. The material of MS taper/reducer shall be equivalent to parent pipe material and shall confirm to chemical composition as per clause 5.2 and mechanical properties as per clause 6.1 and table 1 of IS 4270:2001 with upto date ammendments (if any) complete in all respects as per the directions of the engineer-in-Charge. | |||||
| 5Supplying and lowering at site of IS marked Electric Resistance Welded plain bevelled ended steel pipe 300 mm dia nominal size housing, 8 mm thick having outside dia metre 323.9 mm butt welding plain ends confirming to I.S.4270-2001 with upto date amendments(if any) about 4 metres to 7 metres in length, welded without any circumfrential joints, 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 lifts complete in all respects as per the directions of the engineer-in-Charge. | |||||
| 5.01 | Supplying and Lowering at site IS marked Electri resistance welded steels slotted pipe of size 300 mm dia nominal size 8 mm thick with slot opening 1.0 mm, as per IS 8110-1978 with upto date amendments(if any) and vbutt welding plain ends confirming to IS 4270-2001 with upto date ammendments (if any) about 4 mtrs to 7 mtrs in length, welded without any circumfrential joints, into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embended in foundation etc. including cost of all cutting, threding and welding of pipes etc. within all leads and lifts complete in all respect as per the directions of the Engineer-in-Charge. | - | Rmt. | - | - |
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