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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.8 LAdmitted-Finance | ₹50.8 L | L1 | Admitted-Finance |
| 2 | L2₹50.9 L+₹1,917.60 (0.04%)Admitted-Finance | ₹50.9 L+₹1,917.60 (0.04%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical technical disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical technical disqualify |
| Sl No | Description | Qty | Unit | GUDDU SINGH RAWAT L1 | Kalyan Singh Rawat L2 |
|---|---|---|---|---|---|
| 1.00 | 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 (75476 16-1) | 376 | Cum | 460 ₹1,72,960 Lowest | 465.1 ₹1,74,877.6 |
| 2.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar. | 422 | Cum | 4,890.9 ₹20,63,959.8 Lowest | 4,890.9 ₹20,63,959.8 Lowest |
| 3.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,161 | Sqm | 95.4 ₹1,10,759.4 Lowest | 95.4 ₹1,10,759.4 Lowest |
| 4.00 | Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | 19 | Cum | 8,514.3 ₹1,61,771.7 Lowest | 8,514.3 ₹1,61,771.7 Lowest |
| 5.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P 5 and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 76.5 | Cum | 2,463 ₹1,88,419.5 Lowest | 2,463 ₹1,88,419.5 Lowest |
| 6.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply of allmaterial, labour, T&P and royalties etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of Specifiction | 262 | Cum | 4,343.1 ₹11,37,892.2 Lowest | 4,343.1 ₹11,37,892.2 Lowest |
| 7.00 | Proi, iding. Loq,ering into trenches rvilh true to alignnrent. -a.v'ing & hinting ol lu1l ienghts of HDPE Pipes ol'specilied grade as perlS:"1984-1995 and spec ilications. wit)r testing of pipe line includingsupplt of iointing materials. A PE-63 Grade; PN-6.0 (6.0 Ks,Kmz\ | 600 | RM | 2,080 ₹12,48,000 Lowest | 2,080 ₹12,48,000 Lowest |
Tender Value
₹50.9 L
EMD Value
₹1.8 L
Closing Date
25 May 2026, 5:00 pmClosed
EE ID PUROLA
EE ID PUROLA
Renovation/repair work of Dai irrigation canal in mori block of uttarkashi district.
2026_IRDCE_95484_3
03/EE/2026-27 DATED 11-05-2026
Open Tender
Civil Works
Item Rate
270 days
PUROLA IN DISTRICT UTTARKASHI
AS PER TECHNICAL BID
2 documents required · 2 mandatory
₹4,720
EE ID PUROLA
₹1.8 L
EE ID PUROLA
23 Jun 2026
15 May 2026
26 May 2026
15 May 2026
25 May 2026
15 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 (75476 16-1) | 376 | Cum | - | - |
| 2 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar. | 422 | Cum | - | - |
| 3 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,161 | Sqm | - | - |
| 4 | Providing concrete for plain/reinforced concrete in openfoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4 | 19 | Cum | - | - |
| 5 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P 5 and royaltiies etc.complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 76.5 | Cum | - | - |
| 6 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply of allmaterial, labour, T&P and royalties etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of Specifiction | 262 | Cum | - | - |
| 7 | Proi, iding. Loq,ering into trenches rvilh true to alignnrent. -a.v'ing & hinting ol lu1l ienghts of HDPE Pipes ol'specilied grade as perlS:"1984-1995 and spec ilications. wit)r testing of pipe line includingsupplt of iointing materials. A PE-63 Grade; PN-6.0 (6.0 Ks,Kmz\ | 600 | RM | - | - |
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