Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H6₹7.8 LAccepted-Finance | ₹7.8 L | H6 | Accepted-Finance Lowest |
| 2 | H1₹10.3 LRejected-Finance | ₹10.3 L | H1 | Rejected-Finance Highest |
| 3 | H2₹9.1 LRejected-Finance VILLAGE GOLHUIEN PO KILOD TEHSIL DISTT CHAMBA HP | CHAMBA | CHAMBA | HIMACHAL PRADESH | ₹9.1 L | H2 | Rejected-Finance Highest |
| 4 | H3₹9.0 LRejected-Finance VILL BANOUN PO JABRI TEHSIL DISTT SHIMLA HP | ₹9.0 L | H3 | Rejected-Finance Highest |
| 5 | H4₹8.9 LRejected-Finance | ₹8.9 L | H4 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | NOKH RAM SHARMA H3 | Kamlesh Kumar H2 | Sanjay H4 | Pawan Kumar H5 | Rahul Thakur H1 | Bharat Singh Verma H6 |
|---|---|---|---|---|---|---|---|---|---|
| 2.00Desription | |||||||||
| 3.00 | 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. | 371.25 | Cum | 275 ₹1,02,093.75 Lowest | 280 ₹1,03,950 | 280 ₹1,03,950 | 399 ₹1,48,128.75 | 293 ₹1,08,776.25 | 308 ₹1,14,345 |
| 4.00Providing, Laying and Jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). (Scour Pipe) | |||||||||
| 5.00 | 40 mm Dia | 1,200 | Rmt | 415 ₹4,98,000 | 415 ₹4,98,000 | 400 ₹4,80,000 | 305 ₹3,66,000 Lowest | 520 ₹6,24,000 | 388 ₹4,65,600 |
| 6.00 | 65 mm Dia | 400 | Rmt | 625 ₹2,50,000 | 600 ₹2,40,000 | 600 ₹2,40,000 | 545 ₹2,18,000 | 600 ₹2,40,000 | 368 ₹1,47,200 Lowest |
| 7.00 | Electric welding with superrior quality rod GI Pipe of 65mm dia to stop the leakage , including cutting of pipe if required alingement as per site with the help for Generator Set at Site of work. | 20 | Joint | 850 ₹17,000 | 1,000 ₹20,000 | 1,000 ₹20,000 | 1,100 ₹22,000 | 393 ₹7,860 | 308 ₹6,160 Lowest |
| 8.00Providing and fixing GI Union as per ISI Specifications No 1879-1987 (with latest ammendments ) of various dia complete within all leads and lifts as per the direction to the entire satisfaction of the Engineer-in-charge. | |||||||||
| 9.00 | 15 mm Dia. | 30 | Nos | 95 ₹2,850 Lowest | 110 ₹3,300 | 110 ₹3,300 | 162 ₹4,860 | 99 ₹2,970 | 158 ₹4,740 |
| 10.00 | 20 mm Dia | 30 | Nos | 140 ₹4,200 Lowest | 210 ₹6,300 | 210 ₹6,300 | 260 ₹7,800 | 159 ₹4,770 | 228 ₹6,840 |
| 11.00 | 25 mm Dia | 30 | Nos | 175 ₹5,250 Lowest | 310 ₹9,300 | 310 ₹9,300 | 335 ₹10,050 | 309 ₹9,270 | 328 ₹9,840 |
Tender Value
₹10.7 L
EMD Value
₹21,500
Closing Date
31 Jul 2026, 11:00 amClosed
EE JSV Division at Sunni
EE JSV Division at Sunni
Providing, Laying, Jointing and testing of GI Pipe 40mm dia and 65mm dia
2026_HPIPH_139564_1
SNN-SML-003-740-Tdr-26-18-24dt 20.07.2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Sunni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹21,500
6 Aug 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
31 Jul 2026
21 Jul 2026
21 Jul 2026 - 31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Desription | - | - | - | - |
| 3 | 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. | 371.25 | Cum | 1.25 | ₹464.06 |
| 4 | Providing, Laying and Jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). (Scour Pipe) | - | - | - | - |
| 5 | 40 mm Dia | 1,200 | Rmt | - | - |
| 6 | 65 mm Dia | 400 | Rmt | - | - |
| 7 | Electric welding with superrior quality rod GI Pipe of 65mm dia to stop the leakage , including cutting of pipe if required alingement as per site with the help for Generator Set at Site of work. | 20 | Joint | - | - |
| 8 | Providing and fixing GI Union as per ISI Specifications No 1879-1987 (with latest ammendments ) of various dia complete within all leads and lifts as per the direction to the entire satisfaction of the Engineer-in-charge. | - | - | - | - |
| 9 | 15 mm Dia. | 30 | Nos | - | - |
| 10 | 20 mm Dia | 30 | Nos | - | - |
| 11 | 25 mm Dia | 30 | Nos | - | - |
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 • 0.25 MB
FORM-8.pdf
Tender Documents • 0.61 MB
terms.pdf
Tender Documents • 0.10 MB
BOQ_206890.xls
BOQ • 0.27 MB
FORM6.pdf
Tender Documents • 0.20 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 [email protected].