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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 CrAdmitted-Finance GSTIN: 05AIEPB1542NIZJVILLAGE MANDOW TEHSIL JOSHIYARA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹3.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical GSTIN: 05AVOPD4073H1ZM | - | - | Rejected-Technical As Per Atteched evalution Report/Sheet |
| 4 | Rejected-Technical MAHADEV COLONY BALIYAKHEDI BLOCK NEAR GUJAR BHAWAN HASANPUR CHUNGI DELHI ROAD SAHARANPUR | - | - | Rejected-Technical As Per Atteched evalution Report/Sheet |
| Sl No | Description | Qty | Unit | daya sankar baluni L2 | M/s SHREE BALA JI INFRATECH L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification. | 4,407 | Cum | 52.8 ₹2.3 L | 51 ₹2.2 L |
| 2.00 | P.C.C grade M 10 Nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications | 1,120 | Cum | 6,938.9 ₹77.7 L | 6,644 ₹74.4 L |
| 3.00 | Random rubble Stone masonry in cement mortar (1:5) for substructure complete as per drawing & technical specification | 3,708 | Cum | 5,341.8 ₹2.0 Cr | 5,114 ₹1.9 Cr |
| 4.00 | Pointing with cement mortar (1:3) on stone work as per drawing and technical specification | 1,340 | Sqm | 84.1 ₹1.1 L | 81 ₹1.1 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 | 703 | Rmt | 173.8 ₹1.2 L | 166 ₹1.2 L |
| 6.00 | 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. (As per PWD Uttarakhand specifications) | 844 | Cum | 1,039 ₹8.8 L | 995 ₹8.4 L |
| 7.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1.5mX1.5m 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). | 120 | No | 17,374 ₹20.8 L | 16,635 ₹20.0 L |
| 8.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 1,400 | Hrs. | 247.1 ₹3.5 L | 237 ₹3.3 L |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 L
Closing Date
31 Jan 2026, 5:00 pmClosed
Suprintending Engineer,
Office of the Suprintending Engineer, IWC Srinagar
FLOOD PROTECTION WORKS ALONG BOTH BANKS OF SATERI RAWASAN RIVER OF VILLAGES BADI BADOLI UMROLI IN BLOCK YAMKESHWAR DISTT PAURI GARHWAL UNDER SDMF
2026_IRDCE_90807_1
04/SE/2025-26
Open Tender
Civil Works
180 days
BADI BADOLI UMROLI IN BLOCK YAMKESHWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Yes
EE ID Dugadda
₹7.4 L
Office of the Suprintending Engineer, IWC Srinagar
8 Mar 2026
9 Jan 2026
2 Feb 2026
9 Jan 2026
31 Jan 2026
17 Jan 2026
10 Jan 2026 - 15 Jan 2026
16 Jan 2026
Excavation in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification.
P.C.C grade M 10 Nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications
Random rubble Stone masonry in cement mortar (1:5) for substructure complete as per drawing & technical specification
Pointing with cement mortar (1:3) on stone work as per drawing and technical specification
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
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. (As per PWD Uttarakhand specifications)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1.5mX1.5m 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).
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
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