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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance GOVINDAR NAGAR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance LAXMI ENCLAVE LANE NO 1 BANJARA WALA DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. |
| 4 | Rejected-Technical BHALLA FARM NO 8 SHYAMPUR RISHIKESH DEHRADUN UTTARAKHAND | DEHRADUN | UTTARAKHAND | 248001 | - | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. |
| 5 | Rejected-Technical | - | - | Rejected-Technical Tech-9 Qty not submitted as per SBD. |
| Sl No | Description | Qty | Unit | SATGURU CONSTRUCTIONS L1 | SHIVA CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | 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 Gravel mix soil | 1,288.13 | Cum | 1,424.39 ₹18.3 L | 1,432.3 ₹18.4 L |
| 2.00 | 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 three wheel 80-100 kN static roller 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 Manual Means | 644.07 | Cum | 2,347.19 ₹15.1 L | 2,360.24 ₹15.2 L |
| 3.00 | 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. | 7,673.02 | Sqm | 650 ₹49.9 L | 653.62 ₹50.2 L |
| 4.00 | 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 | 879.24 | Cum | 377.89 ₹3.3 L | 380 ₹3.3 L |
| 5.00 | 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.(Based on PWD specifications) | 109.37 | Cum | 4,708.93 ₹5.2 L | 4,735.11 ₹5.2 L |
| 6.00 | Providing concrete for plain 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) | 161.02 | Cum | 6,058.41 ₹9.8 L | 6,092.09 ₹9.8 L |
| 7.00 | Plain 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) | 182.25 | Cum | 6,407.9 ₹11.7 L | 6,443.52 ₹11.7 L |
| 8.00 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar | 33.12 | Cum | 5,716.94 ₹1.9 L | 5,748.71 ₹1.9 L |
| 9.00 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 74.4 | Sqm | 193.25 ₹14,377.80 | 194.32 ₹14,457.41 |
| 10.00 | Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 74.41 | Cum | 6,784.31 ₹5.0 L | 6,822.02 ₹5.1 L |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
9 Jan 2026, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Construction of various connecting roads in Gram Sabha Chhidarwala Chakjogiwala in Rishikesh Assembly Constituency under Dehradun District under the State Sector.
2025_pwd_89759_1
10426/1C-9/2025, Dated 08/12/2025
Open Tender
Civil Works - Roads
270 days
Gram Sabha Chhidarwala Chakjogiwala
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Executive Engineer, Temp. Div., PWD, Rishikesh
₹3.2 L
Superintending Engineer, 9th Circle, PWD, Dehradun
18 Feb 2026
11 Dec 2025
9 Jan 2026
11 Dec 2025
9 Jan 2026
27 Dec 2025
27 Dec 2025
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 Gravel mix soil
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 three wheel 80-100 kN static roller 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 Manual Means
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.
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
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.(Based on PWD specifications)
Providing concrete for plain 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)
Plain 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)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing concrete for reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 P.C.C. Nominal mix 1:3:6
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. Coursed rubble masonry (1st sort) In 1:4 cement mortar
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.(As per PWD Uttarakhand specifications)
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
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
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