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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 CrAdmitted-Finance AWAS VIKAS COLONY MELAGHAT ROAD KHATIMA UDHAM SINGH NAGAR | ₹5.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹2.0 L (0.40%)Admitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹5.0 Cr+₹2.0 L (0.40%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L2 | NANDANI CONSTRUCTION L1 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates excluding GST. GST will be paid extra by the Department. | |||||
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction | 265.83 | Cum | 402.5 ₹1,06,996.58 Lowest | 404 ₹1,07,395.32 |
| 2.00 | 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 | 248.22 | Cum. | 2,137 ₹5,30,446.14 Lowest | 2,147.8 ₹5,33,126.92 |
| 3.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 126.37 | Cum. | 3,869 ₹4,88,925.53 Lowest | 3,887.8 ₹4,91,301.29 |
| 4.00 | 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. (Asper PWD Uttarakhand specifications) | 181.33 | Cum. | 1,015 ₹1,84,049.95 Lowest | 1,020 ₹1,84,956.6 |
| 5.00 | Pucca Drain -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 | 15.84 | cum | 6,804 ₹1,07,775.36 | 6,032.7 ₹95,557.97 Lowest |
| 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 | 33.75 | cum | 7,576 ₹2,55,690 | 6,716.5 ₹2,26,681.88 Lowest |
| 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 | 33.6 | cum | 6,804 ₹2,28,614.4 | 6,032.7 ₹2,02,698.72 Lowest |
| 8.00 | Plain/Reinforced Cement Concrete open Foundation complete as per open foundation coplete as per Drawing and Technical Specification PCC Grade M25 PCC Grade M25 using batching plant transit mixer & Concrete pump | 16.8 | cum | 8,588 ₹1,44,278.4 Lowest | 8,801.3 ₹1,47,861.84 |
| 9.00 | 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 | 8,500 | Per Rmt | 100.65 ₹8,55,525 | 18.15 ₹1,54,275 Lowest |
Tender Value
Refer Docs
EMD Value
₹12.3 L
Closing Date
12 Jan 2026, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Strengthening Improvement and Bituminuous work by BM BC of Bhikiyasen Deghat Bugidhar Bachwaban Chaukhutiya Motor Road from Km. 115 to Km. 126 under State Sector in block Chaukhutiya Constituency Dwarahat district Almora In anticipation of sanction
2025_pwd_89533_1
4763/Nivida-01/2025-26 dated 28/11/2025
Open Tender
Civil Works
Item Rate
365 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Ranikhet
₹12.3 L
Almora
16 Jan 2026
5 Dec 2025
12 Jan 2026
5 Dec 2025
12 Jan 2026
12 Dec 2025
11 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types ofsoils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction | 265.83 | Cum | - | - |
| 2 | 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 | 248.22 | Cum. | - | - |
| 3 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, inbreast walls, retaining walls, parapets, scuppers, etc. including supply ofall material, labour, T&P and royaltiies etc. complete as per drawing andtechnical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 126.37 | Cum. | - | - |
| 4 | 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. (Asper PWD Uttarakhand specifications) | 181.33 | Cum. | - | - |
| 5 | Pucca Drain -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 | 15.84 | 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 | 33.75 | 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 | 33.6 | cum | - | - |
| 8 | Plain/Reinforced Cement Concrete open Foundation complete as per open foundation coplete as per Drawing and Technical Specification PCC Grade M25 PCC Grade M25 using batching plant transit mixer & Concrete pump | 16.8 | cum | - | - |
| 9 | 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 | 8,500 | Per Rmt | - | - |
| 10 | Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 937.5 | Sqm | - | - |
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