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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance | ₹2.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.9 CrAdmitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹2.9 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s V K Aggarwal L2 | HILL VALLEY CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 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.[Grading of no-3] (22.4 - 53 mm Size)
4-8-3-A By Manual Means | 1,026.51 | Cum. | 2,295.4 ₹23.6 L | 3,400 ₹34.9 L |
| 2.00 | 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. | 9,600 | Mtr. | 18.9 ₹1.8 L | 18.9 ₹1.8 L |
| 3.00 | Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. | 48 | Nos. | 1,468.9 ₹70,507.20 | 1,468 ₹70,464 |
| 4.00 | 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 | 413.17 | Cum. | 408.4 ₹1.7 L | 408 ₹1.7 L |
| 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 | 25.87 | Cum | 5,006.7 ₹1.3 L | 5,006 ₹1.3 L |
| 6.00 | 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 | 212.84 | Cum | 2,342.8 ₹5.0 L | 2,342 ₹5.0 L |
| 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) | 44.62 | Cum. | 1,048.7 ₹46,792.99 | 1,048 ₹46,761.76 |
| 8.00Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | |||||
| 9.00 | 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 10 Nominal mix 1:3.6 (Hand mixing) | 47.93 | Cum. | 6,767.2 ₹3.2 L | 6,767 ₹3.2 L |
| 10.00 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 12-4-3 Random rubble masonry, In cement mortar (1:5) | 113.37 | Cum. | 5,563.3 ₹6.3 L | 5,563 ₹6.3 L |
Tender Value
Refer Docs
EMD Value
₹3.9 L
Closing Date
11 May 2026, 4:00 pmClosed
SE 12TH CIRCLE PWD PAURI
SE 12TH CIRCLE PWD PAURI
janpad pauri garhwal ke vidhanshaba chetra lansdowne ke vikaskhand riknikhal ke antragath pmgsy se hastantarit kandalsera quirali motor margh ke km 1 se 12 tak me one time mantaience heytu sudharikaran aadi ka kariya
2026_pwd_94517_1
1274/141yata date 23-03-2026
Open Tender
Civil Works
270 days
Lansdowne
as per technical bid
3 documents required · 3 mandatory
₹5,900
EE PD PWD LANSDOWNE
₹3.9 L
SE 12TH CIRCLE PWD PAURI
15 May 2026
22 Apr 2026
12 May 2026
22 Apr 2026
11 May 2026
30 Apr 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
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.[Grading of no-3] (22.4 - 53 mm Size)
4-8-3-A By Manual Means | - | Cum. | - | - | |
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. | - | Mtr. | - | - | |
Cleaning of partially choked scupper and catchpit complete as directed by the Engineer-in-charge. | - | Nos. | - | - | |
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 | - | Cum. | - | - | |
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 | - | - | |
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 | - | Cum | - | - | |
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) | - | Cum. | - | - | |
Construction of 1 m span scupper of RR 1: 5 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | - | - | - | - | |
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 10 Nominal mix 1:3.6 (Hand mixing) | - | Cum. | - | - | |
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 12-4-3 Random rubble masonry, In cement mortar (1:5) | - | Cum. | - | - |
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