Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 CrAccepted-Finance | ₹6.5 Cr | L1 | Accepted-Finance BID IS RESPONSIVE |
| 2 | L2₹6.6 CrRejected-Finance | ₹6.6 Cr | L2 | Rejected-Finance BID IS NON RESPONSIVE |
| Sl No | Description | Qty | Unit | Shivraj Banola L2 | Girish Chandra Binwal L1 |
|---|---|---|---|---|---|
| 1.00HILL SIDE CUTTING | |||||
| 2.00 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | 1 | L.S | 12,10,090 ₹14,27,906.2 | 11,41,090 ₹13,46,486.2 Lowest |
| 3.00Superelevation | |||||
| 4.00 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1,437.94 | Cum | 119.89 ₹2,03,425.66 | 116 ₹1,96,825.23 Lowest |
| 5.00 | Excavation in foundation | 247.2 | Cum | 436.9 ₹1,27,441.98 | 433 ₹1,26,304.37 Lowest |
| 6.00 | Coolie Walling | 444.95 | Cum | 1,594.5 ₹8,37,177.88 | 1,591 ₹8,35,340.23 Lowest |
| 7.00Coolie walling | |||||
| 8.00 | Excavation in foundation | 150 | Cum | 436.9 ₹77,331.3 | 433 ₹76,641 Lowest |
| 9.00 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | 600 | Cum | 1,594.5 ₹11,28,906 | 1,591 ₹11,26,428 Lowest |
| 10.00Pavement Works | |||||
Tender Value
₹6.9 Cr
EMD Value
₹13.7 L
Closing Date
24 Mar 2026, 1:00 pmClosed
CE URRDA
URRDA, 1st Floor, Directorate of Panchyatiraj, Opp IT park, Sahstradhara Road Dehradun
L040 Maniagar to Khola MR to Bartoli MR Stage I and II with Five Year Maintenance Under PBMC
2026_CCUK_146604_1
UT01441
National Competitive Bid
Civil Works - Roads
Item Rate
365 days
Almora
Please Refer to Technical Bid
3 documents required · 3 mandatory
₹5,900
₹13.7 L
SE PMGSY CIRCLE PWD ALMORA
24 Aug 2026
9 Feb 2026
24 Mar 2026
9 Feb 2026
24 Mar 2026
17 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | HILL SIDE CUTTING | - | - | - | - |
| 2 | Earth work in hill road (hill side cutting):- Excavation in hilly area for construction of road in all types of soils, rocks & E&B etc. As met at site true to lines as per plan, L section cross slope, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lift & lead, required for safe disposal of surplus excavated material at suitable dumping places indicated in the drawing by mechanical means/ manual means and including construction of required coolie walling of minimum height of 0.60 mt with the stone available from the required hill side cutting for retaining of the muck , without damaging forest , forest land , utility and private properties ,including slip clearance and its safe disposal (same as per mentioned above for safe disposal of surplus excavated material ), till the completion of the work as per part II special conditions of contract , MORD Specification Clause 1601, 1602 & 1603 and as directed by Engineer-in-charge. | - | L.S | 12,41,090 | - |
| 3 | Superelevation | - | - | - | - |
| 4 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | Cum | 119.89 | - |
| 5 | Excavation in foundation | 1 | Cum | 436.9 | ₹436.46 |
| 6 | Coolie Walling | 1 | Cum | 1,594.5 | ₹1,592.91 |
| 7 | Coolie walling | - | - | - | - |
| 8 | Excavation in foundation | - | Cum | 436.9 | - |
| 9 | Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) | - | Cum | 1,594.5 | - |
| 10 | Pavement Works | - | - | - | - |
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 • 4.36 MB
SBDBartoli.pdf
Tender Documents • 23.39 MB
BOQ_227051.xls
BOQ • 0.35 MB
corrigendum06.pdf
PDF • 0.21 MB
RevisedcorrigendumUT01441BARTOLIMR.pdf
PDF • 2.91 MB
CorrigendumUT01441BARTOLIMR.pdf
PDF • 2.68 MB
Corrigendum03.pdf
PDF • 0.63 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].