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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance | ₹6.0 L | L1 | Accepted-Finance Responsive |
| 2 | L2₹6.0 L+₹3,000.37 (0.50%)Rejected-Finance | ₹6.0 L+₹3,000.37 (0.50%) | L2 | Rejected-Finance Non-Responsive |
| Sl No | Description | Qty | Unit | Rakesh Chandra Bhardwaj L1 | Bhanu Prakash Singh L2 |
|---|---|---|---|---|---|
| 1.00 | Random Rubble Masonry 1:6 in cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) | 4 | Cum. | 4,551.03 ₹3,276.74 Lowest | 4,573.9 ₹3,293.21 |
| 2.00 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3 (Culvert, Causeway, Bridge, parapet etc.) | 16 | sqm | 100.1 ₹288.28 Lowest | 100.6 ₹289.73 |
| 3.00 | 15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4. (Culvert,Parapet, Bridge, drain etc.) | 28 | sqm | 257.9 ₹1,299.84 Lowest | 259.2 ₹1,306.37 |
| 4.00 | White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per Clause 1916 of MoRD specifications. | 36 | sqm | 26.37 ₹170.86 Lowest | 26.5 ₹171.72 |
| 5.00 | Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10. (Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.) | 2 | cum | 7,816.32 ₹2,813.88 Lowest | 7,855.6 ₹2,828.02 |
| 6.00 | Providing and laying of plain concrete for substructures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification Claue-800, 1202 & 1203.R.C.C.grade M 20 for cross drainage structures such as Culverts , Bridges, scupper and causeway etc. | 0.2 | cum | 8,437.9 ₹303.76 Lowest | 8,480.3 ₹305.29 |
| 7.00 | Providing and laying of plain concrete for substructures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification Claue-800, 1202 & 1203.P.C.C.grade M 15 for cross drainage structures such as Culverts , Bridges, scupper and causeway etc. | 17.82 | cum | 7,608.96 ₹24,406.51 Lowest | 7,647.2 ₹24,529.16 |
| 8.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 155.25 | Cum. | 2,094.08 ₹58,518.98 Lowest | 2,104.6 ₹58,813.05 |
Tender Value
Refer Docs
EMD Value
₹12,000
Closing Date
5 Jun 2026, 3:00 pmClosed
Zonal Manager
NPCC Ltd, C-11 Turner road, Clement Town, Dehradun Uttarakhand
Restoration work at Nandkeshari Gwaldam KM 08 to Deosari MR
2026_CCUK_148001_1
UT-03-157 Aapda
National Competitive Bid
Civil Works - Roads
Item Rate
Gwaldum
As per technical bid
3 documents required · 3 mandatory
₹3,540
ZONAL MANAGER ,NPCC Ltd
₹12,000
22 Jun 2026
27 May 2026
5 Jun 2026
27 May 2026
5 Jun 2026
27 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Random Rubble Masonry 1:6 in cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) | - | Cum. | 4,573.9 | - |
| 2 | Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3 (Culvert, Causeway, Bridge, parapet etc.) | - | sqm | 100.6 | - |
| 3 | 15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4. (Culvert,Parapet, Bridge, drain etc.) | - | sqm | 259.2 | - |
| 4 | White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per Clause 1916 of MoRD specifications. | - | sqm | 26.5 | - |
| 5 | Providing and laying of concrete for plain/reinforced concrete in open foundations for structures including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10. (Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.) | - | cum | 7,855.6 | - |
| 6 | Providing and laying of plain concrete for substructures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification Claue-800, 1202 & 1203.R.C.C.grade M 20 for cross drainage structures such as Culverts , Bridges, scupper and causeway etc. | 1 | cum | 8,480.3 | ₹8,471.82 |
| 7 | Providing and laying of plain concrete for substructures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification Claue-800, 1202 & 1203.P.C.C.grade M 15 for cross drainage structures such as Culverts , Bridges, scupper and causeway etc. | - | cum | 7,647.2 | - |
| 8 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | - | Cum. | 2,104.6 | - |
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