Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹2.4 L (1.42%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹1.7 Cr+₹2.4 L (1.42%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Tech-10 and Tech-13B not fulfilling the requirements. and credit facility is insufficient, and the registration certificate has expired. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Tech-10 and Tech-11 submitted but not fulfilling the requirements. |
| 5 | Rejected-Technical | - | - | Rejected-Technical EMD submitted but invalid., Tech-10 and Tech-13B submitted but not fulfilling the requirement., |
| Sl No | Description | Qty | Unit | Dilawar singh contractor L1 | M/S HimalayanConstruction L2 |
|---|---|---|---|---|---|
| 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. Ordinary soil Upto 3 m depth M.O.R.D No. 11-1-1-1 | 52.65 | Cum | 398 ₹20,954.7 Lowest | 398.5 ₹20,981.03 |
| 2.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel M.O.R.D. No. 4-11-1 | 932.12 | Cum | 1,443 ₹13,45,049.16 Lowest | 1,445 ₹13,46,913.4 |
| 3.00 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means M.O.R.D. No. 4-8-3-b | 647.3 | Cum | 2,372 ₹15,35,395.6 Lowest | 2,372.6 ₹15,35,783.98 |
| 4.00 | 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. Miscellaneous No 2-2 | 185.36 | Cum | 4,830 ₹8,95,288.8 Lowest | 4,830.2 ₹8,95,325.87 |
| 5.00 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.M.O.R.D.6-7-1 | 17,121.67 | Sqm | 661.2 ₹1,13,20,848.2 Lowest | 675 ₹1,15,57,127.25 |
| 6.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 20 Nominal Mix (1:2:4).M.O.R.D No. 12-5-2-1. | 198.25 | Cum | 6,741 ₹13,36,403.25 Lowest | 6,741.2 ₹13,36,442.9 |
| 7.00 | Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805,806,807,1202 & 1204 (For height upto 5 m) R.C.C. grade M 20 Nominal mix (1:2:4). M.O.R.D No. 12-5-3 | 29.17 | Cum | 7,213 ₹2,10,403.21 Lowest | 7,231 ₹2,10,928.27 |
| 8.00 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6).M.O.R.D No.12-7. | 2.41 | Tonne | 64,981 ₹1,56,604.21 Lowest | 64,981.8 ₹1,56,606.14 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
31 Jul 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Dehradun
Construction work of internal roads in Tuntowala and Harbanswala under Ward No. 89 in the Dharampur Constituency of Dehradun District under the State Sector.
2026_pwd_97099_1
4395/1C-9/2026, Dated 27/06/2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Dharampur Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Cons.Div., PWD, Dehradun
₹4.0 L
Superintending Engineer, 9th Circle, PWD, Dehradun
8 Sept 2026
2 Jul 2026
31 Jul 2026
2 Jul 2026
31 Jul 2026
16 Jul 2026
16 Jul 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. Ordinary soil Upto 3 m depth M.O.R.D No. 11-1-1-1 | 52.65 | Cum | - | - |
| 2 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel M.O.R.D. No. 4-11-1 | 932.12 | Cum | - | - |
| 3 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means M.O.R.D. No. 4-8-3-b | 647.3 | Cum | - | - |
| 4 | 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. Miscellaneous No 2-2 | 185.36 | Cum | - | - |
| 5 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.M.O.R.D.6-7-1 | 17,121.67 | Sqm | - | - |
| 6 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C grade M 20 Nominal Mix (1:2:4).M.O.R.D No. 12-5-2-1. | 198.25 | Cum | - | - |
| 7 | Plain/ reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805,806,807,1202 & 1204 (For height upto 5 m) R.C.C. grade M 20 Nominal mix (1:2:4). M.O.R.D No. 12-5-3 | 29.17 | Cum | - | - |
| 8 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6).M.O.R.D No.12-7. | 2.41 | Tonne | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.90 MB
SBD.pdf
Tender Documents • 2.29 MB
BOQ_114708.xls
BOQ • 0.94 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .