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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | Yogesh Singh Mehta L1 | Laxmi Datt Binwal L2 |
|---|---|---|---|---|---|
| 1.00 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) | 3 | Nos. | 2,553.76 ₹7,661.28 Lowest | 3,000 ₹9,000 |
| 2.00 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) | 12 | Nos. | 676.12 ₹8,113.44 Lowest | 794 ₹9,528 |
| 3.00 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means. | 1,125 | Per Rmt. | 17.28 ₹19,440 Lowest | 20 ₹22,500 |
| 4.00 | Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site Mechanical Means. | 1,575 | Per Rmt. | 37.19 ₹58,574.25 Lowest | 43 ₹67,725 |
| 5.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 2,288.68 | Cum. | 384.82 ₹8,80,729.84 Lowest | 452 ₹10,34,483.36 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | 30 | Cum. | 6,540.62 ₹1,96,218.6 Lowest | 7,685 ₹2,30,550 |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | 176.49 | Cum. | 5,917.68 ₹10,44,411.34 Lowest | 6,953 ₹12,27,134.97 |
| 8.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 632.4 | Cum. | 3,722.7 ₹23,54,235.48 Lowest | 4,374 ₹27,66,117.6 |
| 9.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 1,476.41 | Cum. | 2,084.44 ₹30,77,488.06 Lowest | 2,449 ₹36,15,728.09 |
| 10.00 | 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) | 353.31 | Cum. | 940.36 ₹3,32,238.59 Lowest | 1,105 ₹3,90,407.55 |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
1 Jun 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
New construction of motor road from Dasaithal Khirmande to Hitari Kamad in Gangolihat block of constituency Gangolihat of district Pithoragarh under Honorable CM announcement 514/2015 (second phase stage-2)
2026_pwd_94511_1
1305/962C (Yata C)-03/2026 Dated 15-04-2026
Open Tender
Civil Works - Roads
Item Rate
365 days
Berinag
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE TD PWD Berinag
₹3.1 L
Yes
SE 3rd Circle PWD Pithoragarh
7 Aug 2026
21 Apr 2026
2 Jun 2026
22 Apr 2026
1 Jun 2026
4 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) | - | Nos. | - | - |
| 2 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) | - | Nos. | - | - |
| 3 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means. | - | Per Rmt. | - | - |
| 4 | Surface Drains in Ordinary Rock Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site Mechanical Means. | - | Per Rmt. | - | - |
| 5 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | - | Cum. | - | - |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | - | Cum. | - | - |
| 7 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum. | - | - |
| 8 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | Cum. | - | - |
| 9 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | Cum. | - | - |
| 10 | 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) | - | Cum. | - | - |
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