Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹1.8 L (1.57%)Admitted-Finance 402 SURYA SHARDA VILLA APARTMENT NEW PUNAI CHOUK NEW PUNAI CHOUK PATNA BIHAR 800023 | PATNA | BIHAR | 800023 | ₹1.2 Cr+₹1.8 L (1.57%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹3.4 L (2.95%)Admitted-Finance VILLAGE POST SURANGANI TEHSIL SALOONI DISTT CHAMBA HIMACHAL PRADESH 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | ₹1.2 Cr+₹3.4 L (2.95%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Qualified |
| 5 | Not Admitted-Fee/PreQual/Technical KHUSHNAGRI TEHSIL CHURAH DISTT CHAMBA H P 176316 | CHAMBA | HIMACHAL PRADESH | 176316 | - | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | ajay kumar L2 | Sahab Singh Thakur L3 | M/S aastha constraction company L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kind of Soil. | 830.34 | Cum | 1,12,095.9 ₹1,32,273.16 | 1,12,926.24 ₹1,33,252.96 | 1,07,944.2 ₹1,27,374.16 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6(1 Cement :3 coarse sand: 6 graded stone aggregate ) 40 mm nominal size). | 1,741.18 | Cum | 87,92,959 ₹1,03,75,691.62 | 88,80,018 ₹1,04,78,421.24 | 86,18,841 ₹1,01,70,232.38 Lowest |
| 3.00 | Centering and Shuttering including propping etc. and removal of form work for, Retaining wall , returns Wall, walls (any thickness) including attached pilasters buttresses, plingth and string courses fillets, kebs and steps etc. | 1,100.28 | Sqm | 3,96,100.8 ₹4,67,398.94 | 4,40,112 ₹5,19,332.16 | 3,85,098 ₹4,54,415.64 Lowest |
| 4.00 | Providing and filling of Stone boulder behind Wall. | 316.32 | Cum | 3,79,584 ₹4,47,909.12 Lowest | 3,84,645.12 ₹4,53,881.24 | 4,11,216 ₹4,85,234.88 |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 237.24 | Cum | 30,841.2 ₹36,392.62 | 31,078.44 ₹36,672.56 | 27,282.6 ₹32,193.47 Lowest |
| 6.00 | Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110. | 906.4 | RM | 1,26,896 ₹1,49,737.28 | 1,23,270.4 ₹1,45,459.07 Lowest | 1,35,960 ₹1,60,432.8 |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
9 Feb 2026, 5:00 pmClosed
Dy General Manager (PnC)
Procurement and Contract Wing, CPS-I Khairi Distt. Chamba (HP) 176325.
Dhai Nala (Right Bank) Approach Road Breast Wall on TPH Road.
2026_NHPC_893035_1
NH/CPS-1/PnC/W-1586/2025-26/ 445 Dated 08/01/2026
Open Tender
Civil Works - Roads
Works
60 days
Chamera Power Station-1
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
NHPC LIMITED
₹2.2 L
Yes
28 Feb 2026
8 Jan 2026
11 Feb 2026
8 Jan 2026
9 Feb 2026
8 Jan 2026
Earth work in excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5 m, asdirected by Engineer-in-charge. All kind of Soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6(1 Cement :3 coarse sand: 6 graded stone aggregate ) 40 mm nominal size).
Centering and Shuttering including propping etc. and removal of form work for, Retaining wall , returns Wall, walls (any thickness) including attached pilasters buttresses, plingth and string courses fillets, kebs and steps etc.
Providing and filling of Stone boulder behind Wall.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Providing and fixing wheep hole using U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110.
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 1.02 MB
Tender.pdf
Tender Documents • 3.28 MB
BOQ_938657.xls
BOQ • 0.30 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 .