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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹41.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹44.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹44.5 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹45.1 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹48.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹48.8 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹54.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹54.3 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | HEMANT KUMAR RAI L4 | Ravindra Singh Kharayat L2 | maa hingladevi construction and builders L1 | Dan Singh L3 | MANOHAR SINGH KHARAYAT L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and 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 | 189.98 | cum | 396.95 ₹75,412.56 | 361.93 ₹68,759.46 Lowest | 396 ₹75,232.08 | 366.83 ₹69,690.36 | 441.41 ₹83,859.07 |
| 2.00 | 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 | 69.43 | cum | 3,793.72 ₹2,63,397.98 | 3,458.98 ₹2,40,156.98 | 2,800 ₹1,94,404 Lowest | 3,505.84 ₹2,43,410.47 | 4,218.62 ₹2,92,898.79 |
| 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 | 101.35 | cum | 2,123.04 ₹2,15,170.1 | 1,935.72 ₹1,96,185.22 Lowest | 2,000 ₹2,02,700 | 1,961.94 ₹1,98,842.62 | 2,360.83 ₹2,39,270.12 |
| 4.00 | 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) | 7.42 | cum | 955.31 ₹7,088.4 | 871.02 ₹6,462.97 Lowest | 1,123.3 ₹8,334.89 | 882.82 ₹6,550.52 | 1,062.31 ₹7,882.34 |
| 5.00 | 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 | 57.72 | cum | 5,900 ₹3,40,548 | 5,379.43 ₹3,10,500.7 | 5,000 ₹2,88,600 Lowest | 5,452.31 ₹3,14,707.33 | 6,560.82 ₹3,78,690.53 |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 | 22.75 | cum | 5,830.15 ₹1,32,635.91 | 5,315.73 ₹1,20,932.86 Lowest | 6,000 ₹1,36,500 | 5,387.74 ₹1,22,571.09 | 6,483.13 ₹1,47,491.21 |
| 7.00 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. GRADE M25 | 8.4 | cum | 7,715.45 ₹64,809.78 | 7,034.68 ₹59,091.31 Lowest | 9,000 ₹75,600 | 7,129.98 ₹59,891.83 | 8,579.58 ₹72,068.47 |
| 8.00 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm 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 Mechanical means for 0.40 sqm=21.00 /rmt. As per attached | 700 | rmt | 7.99 ₹5,593 | 7.32 ₹5,124 Lowest | 9.45 ₹6,615 | 7.42 ₹5,194 | 8.93 ₹6,251 |
| 9.00 | WBM Grading 1
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 1 as per Technical Specification Clause 405 by Mechanical Means. | 421.2 | cum | 2,162.4 ₹9,10,802.88 | 1,971.6 ₹8,30,437.92 | 1,200 ₹5,05,440 Lowest | 1,998.31 ₹8,41,688.17 | 2,404.59 ₹10,12,813.31 |
| 10.00 | WBM Grading 2
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 2 as per Technical Specification Clause 405 by Mechanical Means. | 292.5 | cum | 2,177.28 ₹6,36,854.4 | 1,985.16 ₹5,80,659.3 | 1,500 ₹4,38,750 Lowest | 2,012.06 ₹5,88,527.55 | 2,421.13 ₹7,08,180.53 |
Tender Value
₹57.4 L
EMD Value
₹1.1 L
Closing Date
4 Aug 2026, 3:00 pmClosed
Executive Engineer PD PWD Didihat
Office of The Executive Engineer PD PWD Didihat
Improvement and Damrikaran work of Sandev Chaubati Muwani Motor Road to Syalbe Motor Road under State Sector (Length 1.00 km)
2026_pwd_97005_1
1477/3AC Dt. 24-06-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Didihat
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer PD PWD Didihat
₹1.1 L
4 Aug 2026
29 Jun 2026
4 Aug 2026
30 Jun 2026
4 Aug 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and 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 | 1 | cum | 467 | ₹466.53 |
| 2 | 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 | - | cum | 4,463.2 | - |
| 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 | 1 | cum | 2,497.7 | ₹2,495.2 |
| 4 | 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 | cum | 1,123.9 | ₹1,122.78 |
| 5 | 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 | 1 | cum | 6,941.2 | ₹6,934.26 |
| 6 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 | - | cum | 6,859 | - |
| 7 | Plain/reinforced cement concrete in substructure completeas per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. GRADE M25 | - | cum | 9,077 | - |
| 8 | Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm 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 Mechanical means for 0.40 sqm=21.00 /rmt. As per attached | - | rmt | 9.45 | - |
| 9 | WBM Grading 1
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 1 as per Technical Specification Clause 405 by Mechanical Means. | 1 | cum | 2,544 | ₹2,541.46 |
| 10 | WBM Grading 2
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 2 as per Technical Specification Clause 405 by Mechanical Means. | - | cum | 2,561.5 | - |
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