Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-Finance | ₹1.8 Cr | L1 | Accepted-Finance As per Attachehment |
| 2 | L2₹1.8 CrRejected-Finance VILLAGE POST NALGAON NARAYANBAGAR CHAMOLI UTTARAKHAND 246453 | CHAMOLI | UTTARAKHAND | 246453 | ₹1.8 Cr | L2 | Rejected-Finance As per Attachehment |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Rejected-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | - | - | Rejected-Technical As Per Attach |
| 5 | Rejected-Technical | - | - | Rejected-Technical As Per Attach |
| Sl No | Description | Qty | Unit | Rakesh Joshi L1 | SURAJ SHAH L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 1,884 | Cum | 127.81 ₹2.4 L | 135 ₹2.5 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6) | 975 | Cum | 7,433.02 ₹72.5 L | 7,585 ₹74.0 L |
| 3.00 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry | 1,078.35 | Cum | 4,962.18 ₹53.5 L | 5,065 ₹54.6 L |
| 4.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | 243.75 | Cum | 1,119.89 ₹2.7 L | 1,142 ₹2.8 L |
| 5.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. ( 1.5 m c/c spacing ) | 908.26 | Mtr | 206.91 ₹1.9 L | 212 ₹1.9 L |
| 6.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-2 GI wire 8 gauge BWG | 148.5 | Cum | 2,245.12 ₹3.3 L | 2,290 ₹3.4 L |
| 7.00 | 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 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 441 | No. | 8,942.18 ₹39.4 L | 9,122 ₹40.2 L |
Updated dates
Tender Value
₹2.1 Cr
EMD Value
₹4.2 L
Closing Date
8 May 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER IWC RUDRAPAR
Flood protection scheme from the Chaipado Gadere (rivulet) for Chaipado village and market under the Tharali block in Chamoli district.
2026_IRDCE_94206_5
03/SE/2026-27
Open Tender
Civil Works
240 days
Chepdon
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID THARALI
₹4.2 L
OFFICE OF THE SUPERINTENDING ENGINEER IWC RUDRAPAR
6 Jun 2026
14 Apr 2026
8 May 2026
14 Apr 2026
8 May 2026
20 Apr 2026
14 Apr 2026 - 18 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer)
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6) | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry | 1 | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification. ( 1.5 m c/c spacing ) | 1 | Mtr | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) 1-7-2 GI wire 8 gauge BWG | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | - | No. | - | - | BI01010001010000000000000515BI0100001119 |
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 • 1.02 MB
CHEPDUVILLAGESBD.pdf
Tender Documents • 1.92 MB
BOQ_111504.xls
BOQ • 0.24 MB
Download all tender documents and submit your bid