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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 CrAccepted-AOC VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹5.6 Cr | L1 | Accepted-AOC TENDER AWARDED |
| 2 | L2₹6.0 Cr+₹44.0 L (7.86%)Rejected-Finance | ₹6.0 Cr+₹44.0 L (7.86%) | L2 | Rejected-Finance DISQUALIFIED BIDDER DUE TO RATE EXCESS |
| 3 | Rejected-Technical 134 SECTOR 9 A BAURADI NEW TEHRI | TEHRI GARHWAL | UTTARAKHAND | 249001 | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| Sl No | Description | Qty | Unit | daya sankar baluni L1 | GLOBAL CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification | 59,825 | CUM | 63.9 ₹38,22,937.15 Lowest | 68.93 ₹41,23,617.6 |
| 2.00 | Providing cement concrete for open foundations complete as per drawings and technical specifications Nominal mix 1:2:4 | 4,800 | cum | 7,809.22 ₹3,74,84,236.8 Lowest | 8,423.42 ₹4,04,32,435.2 |
| 3.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with twom 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 | 1,195 | no | 10,177.51 ₹1,21,62,119.67 Lowest | 10,977.98 ₹1,31,18,690.88 |
| 4.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 601 | CUM | 2,754.82 ₹16,55,645.02 Lowest | 2,971.49 ₹17,85,864.29 |
| 5.00 | 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 | 601 | CUM | 997.07 ₹5,99,237.27 Lowest | 1,075.49 ₹6,46,368.29 |
| 6.00 | Dewatering from foundation of abutments and wing walls (with pumpcapacity 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. | 800 | Hrs | 234.6 ₹1,87,683.2 Lowest | 252.77 ₹2,02,214.4 |
Tender Value
₹7.4 Cr
EMD Value
₹14.8 L
Closing Date
16 Mar 2026, 5:00 pmClosed
SANJAY RAJ
Superintending Engineer , Irrigation work Circle,Joshiyara Uttarkashi.
Flood Protection work of Village Jhala on the right bank of Bhagirathi River in Bhatwari Block ,District Uttarkashi
2026_IRDCE_92705_1
05/SE/2025-26
Open Tender
Civil Works
Item Rate
180 days
BHATWARI
REQUIRED DETAILS TO BE FILLING AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION
₹14.8 L
Superintending Engineer , Irrigation Work Circle ,
1 Jun 2026
5 Mar 2026
18 Mar 2026
5 Mar 2026
16 Mar 2026
6 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 Cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification | 59,825 | CUM | - | - |
| 2 | Providing cement concrete for open foundations complete as per drawings and technical specifications Nominal mix 1:2:4 | 4,800 | cum | - | - |
| 3 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with twom 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 | 1,195 | no | - | - |
| 4 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 601 | CUM | - | - |
| 5 | 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 | 601 | CUM | - | - |
| 6 | Dewatering from foundation of abutments and wing walls (with pumpcapacity 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. | 800 | Hrs | - | - |
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