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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.4 LAdmitted-Finance | ₹80.4 L | L1 | Admitted-Finance |
| 2 | L2₹80.7 L+₹27,584.28 (0.34%)Admitted-Finance | ₹80.7 L+₹27,584.28 (0.34%) | L2 | Admitted-Finance |
| 3 | L3₹93.7 L+₹13.2 L (16.4%)Admitted-Finance | ₹93.7 L+₹13.2 L (16.4%) | L3 | Admitted-Finance |
| 4 | L4₹1.1 Cr+₹28.1 L (34.9%)Admitted-Finance | ₹1.1 Cr+₹28.1 L (34.9%) | L4 | Admitted-Finance |
| 5 | L5₹1.1 Cr+₹29.2 L (36.3%)Admitted-Finance | ₹1.1 Cr+₹29.2 L (36.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | GUDDU SINGH RAWAT L5 | VIRENDRA PRASAD L4 | ANIL ASWAL L7 | JAYDEV PRASAD L2 | Janak Singh L1 | JABAR SINGH L3 | Kalyan Singh Rawat L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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) | 499 | Cum | 462.77 ₹2,30,922.23 | 458.12 ₹2,28,601.88 | 465.1 ₹2,32,084.9 | 340.69 ₹1,70,004.31 | 339.52 ₹1,69,420.48 Lowest | 395.34 ₹1,97,274.66 | 463.94 ₹2,31,506.06 |
| 2.00 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar. | 360 | Cum | 4,866.45 ₹17,51,922 | 4,817.54 ₹17,34,314.4 | 4,890.9 ₹17,60,724 | 3,582.58 ₹12,89,728.8 | 3,570.36 ₹12,85,329.6 Lowest | 4,157.27 ₹14,96,617.2 | 4,878.67 ₹17,56,321.2 |
| 3.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,344 | Sqm | 94.92 ₹1,27,572.48 | 93.97 ₹1,26,295.68 | 95.4 ₹1,28,217.6 | 69.88 ₹93,918.72 | 69.64 ₹93,596.16 Lowest | 81.09 ₹1,08,984.96 | 95.16 ₹1,27,895.04 |
| 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 | 22.8 | Cum | 8,471.73 ₹1,93,155.44 | 8,386.59 ₹1,91,214.25 | 8,514.3 ₹1,94,126.04 | 6,236.72 ₹1,42,197.22 | 6,215.44 ₹1,41,712.03 Lowest | 7,237.16 ₹1,65,007.25 | 8,493.01 ₹1,93,640.63 |
| 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 | 294 | Cum | 2,450.69 ₹7,20,502.86 | 2,426.06 ₹7,13,261.64 | 2,463 ₹7,24,122 | 1,804.15 ₹5,30,420.1 | 1,797.99 ₹5,28,609.06 Lowest | 2,093.55 ₹6,15,503.7 | 2,456.84 ₹7,22,310.96 |
| 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 MORD Specifiction | 261 | Cum | 4,321.38 ₹11,27,880.18 | 4,277.95 ₹11,16,544.95 | 4,343.1 ₹11,33,549.1 | 3,181.32 ₹8,30,324.52 | 3,170.46 ₹8,27,490.06 Lowest | 3,691.64 ₹9,63,518.04 | 4,332.24 ₹11,30,714.64 |
| 7.00 | Specifiction Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 11-04-1-2 | 120 | Cum | 7,519.61 ₹9,02,353.2 | 7,444.04 ₹8,93,284.8 | 7,557.4 ₹9,06,888 | 5,535.8 ₹6,64,296 | 5,516.9 ₹6,62,028 Lowest | 6,423.79 ₹7,70,854.8 | 7,538.51 ₹9,04,621.2 |
| 8.00 | 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\ | 6,000 | Rmt | 985.05 ₹59,10,300 | 975.15 ₹58,50,900 | 990 ₹59,40,000 | 725.18 ₹43,51,080 | 722.7 ₹43,36,200 Lowest | 841.5 ₹50,49,000 | 987.53 ₹59,25,180 |
Tender Value
₹1.1 Cr
EMD Value
₹3.0 L
Closing Date
13 Aug 2026, 5:00 pmClosed
EE IRRIGATION PUROLA
EE IRRIGATION DIVISION PUROLA
Renovation/Repair work of devra guradi irrigation canal in mori blaock of uttakashi district
2026_IRDCE_98357_3
06/EE/2026-27 Date 28-07-2026
Open Tender
Civil Works
Item Rate
270 days
Purola Distt Uttarkashi
As per technical bid
2 documents required · 2 mandatory
₹4,720
EE ID PUROLA
₹3.0 L
EE ID PUROLA
26 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
13 Aug 2026
1 Aug 2026
5 Aug 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) | 499 | Cum | - | - |
| 2 | Random Rubble Stone Masonry laid in 1:5 cement and sand mortar. | 360 | Cum | - | - |
| 3 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,344 | 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 | 22.8 | 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 | 294 | 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 MORD Specifiction | 261 | Cum | - | - |
| 7 | Specifiction Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 11-04-1-2 | 120 | Cum | - | - |
| 8 | 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\ | 6,000 | Rmt | - | - |
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