Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H5₹26.5 L−₹7.5 L (22.1%)Accepted-Finance VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | H5 | Accepted-Finance Lowest | |
| 2 | H1₹34.0 LRejected-Finance | H1 | Rejected-Finance Highest | |
| 3 | H2₹33.5 L−₹49,715.11 (1.46%)Rejected-Finance | H2 | Rejected-Finance Highest | |
| 4 | H3₹31.4 L−₹2.5 L (7.50%)Rejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | H3 | Rejected-Finance Highest | |
| 5 | H4₹28.7 L−₹5.3 L (15.6%)Rejected-Finance | H4 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | NOKH RAM SHARMA H3 | Kamlesh Kumar H5 | Bharat Singh Verma H4 | HARSHIT SHARMA H2 | Satya Prakash H1 |
|---|---|---|---|---|---|---|---|---|
| 2.00Description | ||||||||
| 3.00 | Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work | 46.33 | Cum | 350 ₹16,215.5 | 320 ₹14,825.6 | 300 ₹13,899 Lowest | 350 ₹16,215.5 | 450 ₹20,848.5 |
| 4.00Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.P-J work | ||||||||
| 5.00 | For Civil Work | 40.88 | Cum | 250 ₹10,220 Lowest | 320 ₹13,081.6 | 300 ₹12,264 | 700 ₹28,616 | 500 ₹20,440 |
| 6.00 | For Pipe Line | 15 | Cum | 250 ₹3,750 Lowest | 250 ₹3,750 Lowest | 350 ₹5,250 | 400 ₹6,000 | 302 ₹4,530 |
| 7.00Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- | ||||||||
| 8.00 | Foundation and Plinth. | 0.68 | Cum | 6,000 ₹4,080 Lowest | 6,500 ₹4,420 | 9,000 ₹6,120 | 8,500 ₹5,780 | 9,106 ₹6,192.08 |
| 9.00Providing 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 & reinforcement for reinforced concrete work in:- | ||||||||
| 10.00 | Foundation and Plinth. | 0.68 | Cum | 9,000 ₹6,120 | 6,800 ₹4,624 Lowest | 11,000 ₹7,480 | 9,000 ₹6,120 | 11,189 ₹7,608.52 |
| 11.00 | Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 94.26 | Cum | 8,200 ₹7,72,932 | 6,900 ₹6,50,394 Lowest | 8,200 ₹7,72,932 | 9,500 ₹8,95,470 | 9,000 ₹8,48,340 |
Tender Value
₹41.7 L
EMD Value
₹83,500
Closing Date
24 Aug 2026, 11:00 amClosed
EE JSV Division at Sunni
EE JSV Division at Sunni
C/O Intake Chamber,Providing,Laying and Jointing of pipe line,C/O Protection wall near Head weir of Bainsh Pump House,C/O RCC wall at Sainj Pump house
2026_HPIPH_141193_1
SNN-SML-003-740-Tdr-26-52-57dt 13.8.26
Open Tender
Civil Works - Water Works
Item Rate
180 days
Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
₹83,500
Yes
10 Sept 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
24 Aug 2026
13 Aug 2026
13 Aug 2026 - 24 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Description | - | - | - | - |
| 3 | Cutting in Earth work and disposal of excavated earth upto a lead of 20 meters . Spade Work , Pick Work , & Jumper Work | 1 | Cum | 1.25 | ₹1.25 |
| 4 | Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs.P-J work | - | - | - | - |
| 5 | For Civil Work | - | Cum | - | - |
| 6 | For Pipe Line | - | Cum | - | - |
| 7 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- | - | - | - | - |
| 8 | Foundation and Plinth. | - | Cum | - | - |
| 9 | 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 & reinforcement for reinforced concrete work in:- | - | - | - | - |
| 10 | Foundation and Plinth. | - | Cum | - | - |
| 11 | Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | - | Cum | - | - |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.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 • 0.23 MB
FORM6.pdf
Tender Documents • 0.18 MB
FORM-8.pdf
Tender Documents • 0.62 MB
ter.pdf
Tender Documents • 0.11 MB
BOQ_209569.xls
BOQ • 0.33 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 .