Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC CHITRAKALA ART STUDIO GALLERY DREAMLAND JAKHU ROAD SHIMLA 171001 H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹11.0 L Quoted ₹11.7 L | L1 | Accepted-AOC AWARDED TO LOWEST BIDDER |
| 2 | L2₹12.1 L+₹37,949.10 (3.24%)Rejected-Finance MANDI DIVISION NO II HP PWD MANDI | MANDI | HIMACHAL PRADESH | 175001 | ₹12.1 L+₹37,949.10 (3.24%) | L2 | Rejected-Finance OTHER THAN LOWEST |
| Sl No | Description | Qty | Unit | DINESH KUMAR L1 | ROOP LAL L2 |
|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth work up to lead 20 meters in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/ hard rocks where blasting is prohibited in all leads and lifts. | 29.92 | Cum | 450 ₹13,464 Lowest | 500 ₹14,960 |
| 2.00 | Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes /HDPE Pipes etc in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects. | 116.9 | Cum | 500 ₹58,450 Lowest | 500 ₹58,450 Lowest |
| 3.00Laying , jointing and testing of HDPE pipes (confirming to IS 4984-2016)in proper position by butt fusion joiting procedure including hydraulic testing as per revevent IS code complete with all material of jointing prodedure like butt fusion welding machine with hydraulic jack including all fitting and accessories e.g.coupling, Tees, bends reducer, screwes,adopters, flabged, tall pieces etc. omplete in all respect and in all leads and lifts. | |||||
| 3.01 | HDPE 225mm dia PE-80-PN-6 | 66 | Rmt | 80 ₹5,280 Lowest | 100 ₹6,600 |
| 4.00Laying,jointing and testing in trenches GMS tubes (medium grade) tube fitting such as bends, tees, air valves,unions and collars etc. as per direction and to the entire satisfaction of the Engineer-In -Charge. (Earth work in trenches to be measured and paid for separately ). | |||||
| 4.01 | 150mm dia (MG) | 66 | Rmt | 220 ₹14,520 Lowest | 250 ₹16,500 |
| 5.00 | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in foundation and plinth. | 0.68 | Cum | 10,200 ₹6,936 Lowest | 10,500 ₹7,140 |
| 6.00Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | |||||
| 6.01 | Foundation footings bases of columns and the like and mass concrete. | 0.51 | Cum | 11,550 ₹5,890.5 Lowest | 12,200 ₹6,222 |
| 6.02 | Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) | 5.35 | Cum | 12,101 ₹64,740.35 Lowest | 12,200 ₹65,270 |
Tender Value
₹11.9 L
EMD Value
₹23,820
Closing Date
9 Apr 2026, 5:25 pmClosed
Executive Engineer Jal Shakti Division Thunag
O/O Executive Engineer Jal Shakti Division Thunag Distt Mandi HP
Restoration of Rain Damages to FIS Chhatri Khad to Kandhi Choug Barsag to Kathol in Sub Tehsil Chhatri Distt. Mandi HP
2026_HPIPH_132908_2
13149-99 dt 28/03/2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Chhatri
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
₹23,820
Yes
21 Jul 2026
30 Mar 2026
10 Apr 2026
30 Mar 2026
9 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Cutting in earth work and disposal of excavated earth work up to lead 20 meters in all kinds of soil such as pick work, jumper work, blasting work, chiselling work soft/ hard rocks where blasting is prohibited in all leads and lifts. | - | Cum | - | - |
| - | Excavation in foundations trenches etc. (for pipes and pits ) upto all depths in all kinds of soil such as pick work,jumper work, blasting and chiselling soft/hard rocks where blasting is prohibited in all leads and lifts including trimming and dressing of sides levelling of bed to correct excavation and returning the stacked soil after laying jointing and testing of G.I.Pipes /HDPE Pipes etc in trenches in 15 cm. layers including consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed in all leads and lifts and soring strutting/timbering and dewatering where ever required including restoration of un-metalled/metalled paved surface of its original conditions including cost of diversion for traffic night signals fixing caution Boards and fencing etc.complete in all respects. | - | Cum | - | - |
| - | Laying , jointing and testing of HDPE pipes (confirming to IS 4984-2016)in proper position by butt fusion joiting procedure including hydraulic testing as per revevent IS code complete with all material of jointing prodedure like butt fusion welding machine with hydraulic jack including all fitting and accessories e.g.coupling, Tees, bends reducer, screwes,adopters, flabged, tall pieces etc. omplete in all respect and in all leads and lifts. | - | - | - | - |
| 3.01 | HDPE 225mm dia PE-80-PN-6 | - | Rmt | - | - |
| - | Laying,jointing and testing in trenches GMS tubes (medium grade) tube fitting such as bends, tees, air valves,unions and collars etc. as per direction and to the entire satisfaction of the Engineer-In -Charge. (Earth work in trenches to be measured and paid for separately ). | - | - | - | - |
| 4.01 | 150mm dia (MG) | - | Rmt | - | - |
| - | Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in foundation and plinth. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in. | - | - | - | - |
| - | Foundation footings bases of columns and the like and mass concrete. | - | Cum | - | - |
| - | Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level) | - | Cum | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.46 MB
TERMSNCONDITION.pdf
Tender Documents • 0.23 MB
BOQ_196564.xls
BOQ • 0.26 MB
form6.pdf
Tender Documents • 0.86 MB
form8.pdf
Tender Documents • 1.11 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .