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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr+₹2.3 L (1.53%)Admitted-Finance | ₹1.5 Cr+₹2.3 L (1.53%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | BARAHI CONSTRUCTION L2 | Prakash Chandra Punetha L1 |
|---|---|---|---|---|---|
| 1.00Hill Side Cutting & Muck Disposal | |||||
| 1.01 | Excavation in hill side cutting for in all types of soils and rocks met at site for marking the road width and grade as per plan and L-section of Road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by engineer-in-charge also including supply of all material,labour T&P etc. required for proper completion of the work. | 1 | Job | 4,35,530 ₹4,35,530 | 4,28,795 ₹4,28,795 Lowest |
| 1.02 | 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 | 48 | Cum | 396 ₹19,008 | 390 ₹18,720 Lowest |
| 1.03 | 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 100mmx120 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 | 8,113 ₹3,24,520 | 7,987 ₹3,19,480 Lowest |
| 1.04 | Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 2,426.28 | Cum | 51 ₹1,23,740.28 | 50 ₹1,21,314 Lowest |
| 2.00R/W & B/W | |||||
| 2.01 | 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 | 137.78 | Cum | 396 ₹54,560.88 | 390 ₹53,734.2 Lowest |
| 2.02 | 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 | 148.5 | Cum | 3,991 ₹5,92,663.5 | 3,929 ₹5,83,456.5 Lowest |
| 2.03 | 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 | 270.07 | Cum | 2,134 ₹5,76,329.38 | 2,101 ₹5,67,417.07 Lowest |
| 2.04 | 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) | 9.42 | Cum | 1,017 ₹9,580.14 | 1,002 ₹9,438.84 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
18 Aug 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement and asphalting work from Narsinhdada Gurauli to Higher Secondary School Basimar Tok in Champawat district under honrable C.M. announcement no. 207/2026.
2026_pwd_97690_1
2479/208C(Yata D)-03/2026 Dated 10-07-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹3.7 L
SE 3rd Circle PWD Pithoragarh
3 Sept 2026
15 Jul 2026
19 Aug 2026
15 Jul 2026
18 Aug 2026
28 Jul 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Hill Side Cutting & Muck Disposal | |||||
| 1.01 | Excavation in hill side cutting for in all types of soils and rocks met at site for marking the road width and grade as per plan and L-section of Road including uprooting and cutting of bushes, dressing of road surface to required level and slopes also including all leads, lifts and disposal of surplus/excavated earth as directed by engineer-in-charge also including supply of all material,labour T&P etc. required for proper completion of the work. | 1 | Job | 4,49,467.62 | ₹4,49,467.62 |
| 1.02 | 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 | 48 | Cum | 408.4 | ₹19,603.2 |
| 1.03 | 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 100mmx120 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 | 8,363.5 | ₹3,34,540 |
| 1.04 | Removal of Unsuitable Soil with Disposal upto 1000 m. Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 2,426.28 | Cum | 52.9 | ₹1,28,350.21 |
| 2R/W & B/W | |||||
| 2.01 | 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 | 137.78 | Cum | 408.4 | ₹56,269.35 |
| 2.02 | 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 | 148.5 | Cum | 4,114.6 | ₹6,11,018.1 |
| 2.03 | 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 | 270.07 | Cum | 2,199.5 | ₹5,94,018.97 |
| 2.04 | 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) | 9.42 | Cum | 1,048.7 | ₹9,878.75 |
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