Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹88.1 LAdmitted-Finance VILL P O DEKUNA PITHORAGARH | ₹88.1 L | L1 | Admitted-Finance |
| 2 | L2₹90.6 LAdmitted-Finance | ₹90.6 L | L2 | Admitted-Finance |
| 3 | L3₹98.2 LAdmitted-Finance NEAR PWD COLONY LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹98.2 L | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Nainital Construction L2 | Laxmi Datt Binwal L3 | Yogesh Singh Mehta L5 | BALA SINGH L1 | PARIHAR CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | ||||||||
| 1.00 | Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. | 1 | Job | 52,00,000 ₹52 L | 61,00,000 ₹61 L | 1,00,00,000 ₹1 Cr | 55,00,000 ₹55 L | 90,00,000 ₹90 L |
| 2.00MUCK Disposal Plan | ||||||||
| 2.10 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 573.45 | Cum | 450.7 ₹2.6 L | 240 ₹1.4 L | 500 ₹2.9 L | 200 ₹1.1 L | 400 ₹2.3 L |
| 2.20 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3.0mm, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2. (The work includes filling boulders in the gabions). | 447 | No | 6,500.5 ₹29.1 L | 7,170 ₹32.0 L | 8,700 ₹38.9 L | 6,500 ₹29.1 L | 8,430 ₹37.7 L |
| 2.30 | Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11 | 12,715.6 | Cum | 55.1 ₹7.0 L | 30 ₹3.8 L | 60 ₹7.6 L | 23 ₹2.9 L | 55 ₹7.0 L |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
13 Apr 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
New Construction of Karuli Band to Gajli Bijoria Motor Road in Kapkot Constituency of District Bageshwar Under State Sector C.M. Ghoshna No. 549 2018
2026_pwd_93551_1
996/Nivida-01/2025-26 dated 18/03/2026
Open Tender
Civil Works
365 days
Kapkot
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Kapkot
₹3.4 L
Almora
29 Apr 2026
26 Mar 2026
13 Apr 2026
26 Mar 2026
13 Apr 2026
30 Mar 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in hill side cutting for in all types of soils and rocks met at site for making the road width and grade as per plan and L-section of road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by Engineer -in-charge also including supply of all material, labour, T&P etc. required for proper completion of the work. | - | Job | - | - | |
MUCK Disposal Plan | - | - | - | - | |
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | - | Cum | - | - | |
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3.0mm, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2. (The work includes filling boulders in the gabions). | - | No | - | - | |
Removal of unsuitable soil with disposal up to 1000 m .removal of unsuitable soil including exacavation compaction ground supporting embankment subgrade replacementby suitable soil ,which shall be paid separately as per clause 303.5.2 as per technical specifications clause 302.3.11 | - | Cum | - | - |
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 • 5.75 MB
karulibendsbd.pdf
Tender Documents • 20.70 MB
BOQ_110739.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid