Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-Finance | ₹5.2 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹5.2 L+₹6,736.50 (1.31%)Rejected-Finance | ₹5.2 L+₹6,736.50 (1.31%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | VICKY RAM L2 | DHARAM PAL L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work.jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 148.5 | Cum | 365 ₹54,202.5 | 356 ₹52,866 Lowest |
| 2.00Providing,laying.testing and commissioning at site in trences bevelled ended BIS marked MSERW Pipes confirming to BIS 1978-82 or its equivalent latest with up to date ammendments of following dia with steel grade API-X52, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The Pipes ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding roads of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/e carriage in all leads & lifts and as directed by Engineer-incharge. The pipe shall have s zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with yst-210, code IS-1978 or its equivalent. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-incharge (Earth work shall be measured & paid for seperately). | |||||
| 3.00 | 50 mm dia | 450 | Rmt. | 1,040 ₹4,68,000 | 1,028 ₹4,62,600 Lowest |
Tender Value
₹5.2 L
EMD Value
₹10,325
Closing Date
12 Aug 2026, 11:00 amClosed
Executive Engineer
Jal Shakti Division Baddi
(SH Providing, Laying, Jointing and testing of rising main MSERW pipe line of 50 mm dia at LWSS Dharampur Bhoopnagar) Under PDNA (9396)
2026_HPIPH_140589_1
NIT No. 11536-636 Dt. 05-08-2026
Open Tender
Civil Works
Item Rate
30 days
Baddi
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
₹10,325
20 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
5 Aug 2026 - 11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work.jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs. clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 148.5 | Cum | - | - |
| 2 | Providing,laying.testing and commissioning at site in trences bevelled ended BIS marked MSERW Pipes confirming to BIS 1978-82 or its equivalent latest with up to date ammendments of following dia with steel grade API-X52, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The Pipes ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding roads of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/e carriage in all leads & lifts and as directed by Engineer-incharge. The pipe shall have s zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with yst-210, code IS-1978 or its equivalent. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-incharge (Earth work shall be measured & paid for seperately). | - | - | - | - |
| 3 | 50 mm dia | 450 | Rmt. | - | - |
stage.html
html • 0.04 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 • 0.88 MB
PWD6.pdf
Tender Documents • 0.26 MB
PWD8.pdf
Tender Documents • 0.98 MB
TandC.pdf
Tender Documents • 1.38 MB
BOQ_208564.xls
BOQ • 1.76 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 .