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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAdmitted-Finance | ₹6.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.0 Cr+₹2.6 L (0.44%)Admitted-Finance NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | ₹6.0 Cr+₹2.6 L (0.44%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Admitted |
| Sl No | Description | Qty | Unit | Laxmi Datt Binwal L2 | Yogesh Singh Mehta L1 |
|---|---|---|---|---|---|
| 1.00 | Hill Side Cutting in defect cutting For Making Road of Regarding In All Type Of soil , rock and hard rock For Making The Road As per Plan & L - Section Including Uprooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Material And Debries up To Distance Of 30m. From Road site As Directed By Engineer-in-Charge and As Per P.W.D. Specification Also Including All Labour, Machinery, Silent Explosive And T&P Etc.Required for Proper Completion of the Work. | 1 | Job | 48,09,728.33 ₹48,09,728.33 | 47,11,928.33 ₹47,11,928.33 Lowest |
| 2.00 | Excavation in foundation for retaining, breast walls etc, in all types of soil sand rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 5,312.01 | Cum | 396.3 ₹21,05,149.56 | 395 ₹20,98,243.95 Lowest |
| 3.00 | 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 | 2,108.22 | Cum | 2,159.9 ₹45,53,544.38 | 2,158 ₹45,49,538.76 Lowest |
| 4.00 | 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 | 2,262.88 | Rmt | 168.1 ₹3,80,390.13 | 167 ₹3,77,900.96 Lowest |
| 5.00 | 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 | 3,099.37 | Cum | 3,787.8 ₹1,17,39,793.69 | 3,786 ₹1,17,34,214.82 Lowest |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix (1:2:4)
At top of R/W | 606.04 | Cum | 6,393.9 ₹38,74,959.16 | 6,392 ₹38,73,807.68 Lowest |
| 7.00 | 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. (As per PWD Uttarakhand specifications) | 1,172.3 | Cum | 1,033.2 ₹12,11,220.36 | 1,032 ₹12,09,813.6 Lowest |
| 8.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 00mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 40 | No. | 8,279.2 ₹3,31,168 | 8,278 ₹3,31,120 Lowest |
| 9.00 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.20sqm 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.Manual Means | 4,476 | rmt | 9.25 ₹41,403 | 8 ₹35,808 Lowest |
| 10.00 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. nominal mix 1:3:6 | 520.32 | cum | 5,834.3 ₹30,35,702.98 | 5,833 ₹30,35,026.56 Lowest |
Tender Value
Refer Docs
EMD Value
₹14.3 L
Closing Date
30 Apr 2025, 3:00 pmClosed
Superintending Engineer 2nd Circle PWD , Nainital
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Improvement and melting work of Patuwadangar to Kalaun Dangad (Chopda) motor road constructed by Nainital Forest Department in the assembly and district Nainital
2025_pwd_82630_1
1061/41 M -2/24-25 dated 26-03-2025
Open Tender
Civil Works - Roads
Item Rate
365 days
Nainital
As per attached SBD
2 documents required · 2 mandatory
₹5,900
Executive Engineer PD PWD nainital
₹14.3 L
Superintending Engineer 2nd Circle PWD , Nainital
2 Jun 2025
9 Apr 2025
30 Apr 2025
9 Apr 2025
30 Apr 2025
14 Apr 2025
9 Apr 2025 - 30 Apr 2025
11 Apr 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Hill Side Cutting in defect cutting For Making Road of Regarding In All Type Of soil , rock and hard rock For Making The Road As per Plan & L - Section Including Uprooting And Cutting of Bushes,Dressing of Road Surface, Removal and Disposal Of Surplus / Excavated Material And Debries up To Distance Of 30m. From Road site As Directed By Engineer-in-Charge and As Per P.W.D. Specification Also Including All Labour, Machinery, Silent Explosive And T&P Etc.Required for Proper Completion of the Work. | 1 | Job | 48,09,728.33 | ₹48,09,728.33 |
| 2 | Excavation in foundation for retaining, breast walls etc, in all types of soil sand rocks including all lead, lift and disposal of surplus material as per direction of engineer-in-charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 5,312.01 | Cum | 396.3 | ₹21,05,149.56 |
| 3 | 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 | 2,108.22 | Cum | 2,159.9 | ₹45,53,544.38 |
| 4 | 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 | 2,262.88 | Rmt | 168.1 | ₹3,80,390.13 |
| 5 | 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 | 3,099.37 | Cum | 3,787.8 | ₹1,17,39,793.69 |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Nominal mix (1:2:4)
At top of R/W | 606.04 | Cum | 6,393.9 | ₹38,74,959.16 |
| 7 | 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. (As per PWD Uttarakhand specifications) | 1,172.3 | Cum | 1,033.2 | ₹12,11,220.36 |
| 8 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 00mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 40 | No. | 8,279.2 | ₹3,31,168 |
| 9 | Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.20sqm 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.Manual Means | 4,476 | rmt | 9.25 | ₹41,403 |
| 10 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. nominal mix 1:3:6 | 520.32 | cum | 5,834.3 | ₹30,35,702.98 |
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