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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rama Gupta Constructions L2 | Daya Ram L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Upto 3 m depth | 4,060 | Cum | 410 ₹16.6 L | 430.36 ₹17.5 L |
| 2.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 182 | Cum | 4,780 ₹8.7 L | 4,730.4 ₹8.6 L |
| 3.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 | 1,130 | Cum | 8,400 ₹94.9 L | 8,308.75 ₹93.9 L |
| 4.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 89,182.95 | kg | 73 ₹65.1 L | 72.15 ₹64.3 L |
| 5.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 240 | Cum | 1,800 ₹4.3 L | 1,879.7 ₹4.5 L |
| 6.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD
Specifiction | 405 | Cum | 3,900 ₹15.8 L | 3,922.91 ₹15.9 L |
| 7.00 | 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 | 630 | Cum | 3,650 ₹23.0 L | 3,678.8 ₹23.2 L |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 110 | Rm | 150 ₹16,500 | 168.96 ₹18,585.60 |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
14 May 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction of drains from Ghantakarn Chowk (the crossing point located on Premnagar Paonta Sahib road) to Jhajhra Bridge, on the Asharodi Bypass under construction near Jhajhra on National Highway No. 72 in Dehradun district.
2026_pwd_94909_1
2345/1C-9/2026, Dated 24/04/2026
Open Tender
Civil Works - Roads
90 days
Near Jhajhra on NH-72
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Cons.Div., PWD, Dehradun
₹5.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
30 May 2026
30 Apr 2026
14 May 2026
30 Apr 2026
14 May 2026
6 May 2026
6 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Upto 3 m depth | 4,060 | Cum | - | - |
| 2 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in
proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 182 | Cum | - | - |
| 3 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 25 | 1,130 | Cum | - | - |
| 4 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 89,182.95 | kg | - | - |
| 5 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material | 240 | Cum | - | - |
| 6 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD
Specifiction | 405 | Cum | - | - |
| 7 | 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 | 630 | Cum | - | - |
| 8 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 110 | Rm | - | - |
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