Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-Finance | ₹13.0 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹13.2 L+₹19,289.54 (1.49%)Rejected-Finance VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹13.2 L+₹19,289.54 (1.49%) | L2 | Rejected-Finance Second Lowest |
| 3 | L3₹13.4 L+₹42,696.81 (3.29%)Rejected-Finance | ₹13.4 L+₹42,696.81 (3.29%) | L3 | Rejected-Finance Third Lowest |
| 4 | Not Admitted-Fee/PreQual/Technical VPO BASODHAN TEHSIL AND DISTT CHAMBA | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Jagjit Singh L1 | AMIT CHOUDHARY L2 | GALAXY ASSOCIATE L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- Charge up to leads and lifts. | 1,187.27 | Cum | 690 ₹8,19,216.3 Lowest | 692 ₹8,21,590.84 | 693 ₹8,22,778.11 |
| 2.00 | Laying, Jointing & Testing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.15 mm dia L.G. | 2,010 | Rmt | 31 ₹62,310 Lowest | 32 ₹64,320 | 33 ₹66,330 |
| 3.00 | 20 mm dia L.G. | 4,570 | Rmt | 36 ₹1,64,520 Lowest | 38 ₹1,73,660 | 40 ₹1,82,800 |
| 4.00 | 25 mm dia L.G. | 3,030 | Rmt | 41.5 ₹1,25,745 Lowest | 42 ₹1,27,260 | 44 ₹1,33,320 |
| 5.00 | 32 mm dia L.G. | 1,745 | Rmt | 48 ₹83,760 Lowest | 50 ₹87,250 | 52 ₹90,740 |
| 6.00 | 40 mm dia L.G. | 760 | Rmt | 57 ₹43,320 Lowest | 58 ₹44,080 | 60 ₹45,600 |
Tender Value
₹13.3 L
EMD Value
₹26,550
Closing Date
30 Jun 2026, 5:00 pmClosed
Executive Engineer JS Division Salooni
Executive Engineer JS Division Salooni
SH Excavation,laying Jointing and Testing of GI pipes of various dia at various RD Under Head-PDNA
2026_HPIPH_137242_1
EE-JSD-GA-Tender 4183-4242 dt 22-06-2026
Open Tender
Civil Works
Item Rate
EE JSD Division Salooni
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
₹26,550
9 Sept 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
30 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- Charge up to leads and lifts. | 1 | Cum | - | - |
| 2 | Laying, Jointing & Testing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:.15 mm dia L.G. | - | Rmt | - | - |
| 3 | 20 mm dia L.G. | - | Rmt | - | - |
| 4 | 25 mm dia L.G. | - | Rmt | - | - |
| 5 | 32 mm dia L.G. | - | Rmt | - | - |
| 6 | 40 mm dia L.G. | - | Rmt | - | - |
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 • 0.82 MB
Tendernotice_2.pdf
PDF • 1.97 MB
formeight.pdf
Tender Documents • 1.83 MB
formtwelve.pdf
Tender Documents • 1.44 MB
BOQ_203124.xls
BOQ • 0.34 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 .