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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | GANGA PRASAD PUNETHA L1 | Prakash Chandra Punetha L2 | M/S Bhuwan Chandra Nariyal L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in hilly areas in ordinary rock not requiring blasting,hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.1,1603.2 | 1 | Job. | 10,00,000 ₹10 L | 9,96,511 ₹10.0 L | 10,01,519 ₹10.0 L |
| 2.00 | Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 mlead 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 | 5,471.06 | Cum | 52 ₹2.8 L | 52.63 ₹2.9 L | 52.9 ₹2.9 L |
| 3.00 | 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 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). | 35 | No. | 8,300 ₹2.9 L | 8,321.68 ₹2.9 L | 8,363.5 ₹2.9 L |
| 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 | 471.66 | Cum | 400 ₹1.9 L | 406.35 ₹1.9 L | 408 ₹1.9 L |
| 5.00 | 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 | 576.59 | Cum | 2,100 ₹12.1 L | 2,188.5 ₹12.6 L | 2,199 ₹12.7 L |
| 6.00 | 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. | 878.42 | Cum | 4,100 ₹36.0 L | 4,094 ₹36.0 L | 4,114 ₹36.1 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) | 203.5 | Cum | 1,000 ₹2.0 L | 1,043 ₹2.1 L | 1,048 ₹2.1 L |
| 8.00 | 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 | 95.25 | Cum | 4,700 ₹4.5 L | 4,815 ₹4.6 L | 4,839 ₹4.6 L |
| 9.00Construction of 1m Span Scupper | ||||||
| 9.01 | 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 | 869 | Cum | 400 ₹3.5 L | 406 ₹3.5 L | 408 ₹3.5 L |
Tender Value
Refer Docs
EMD Value
₹4.5 L
Closing Date
12 May 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Asphalting and improvement work of Basauti Raukunwar motor road under Champawat assembly constituency of Champawat district under Honable Chief Ministers announcement number 396/2025.
2026_pwd_93969_1
1152/ 208 C (Yata-D)-03 / 2026 Dated 01-04-2026
Open Tender
Civil Works - Roads
270 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹4.5 L
SE 3rd Circle PWD Pithoragarh
6 Jun 2026
8 Apr 2026
13 May 2026
8 Apr 2026
12 May 2026
21 Apr 2026
21 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Excavation in soil in hilly areas in ordinary rock not requiring blasting,hard rock requiring blasting, by mechanical means without using Dozer , lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.1,1603.2 | ||||||
| 2Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 mlead 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 | ||||||
| 3Providing 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). | ||||||
| 4Excavation 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 | ||||||
| 5Random 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 | ||||||
| 6Random 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. | ||||||
| 7Hand 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) | ||||||
| 8Cement 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 | ||||||
| 9Construction of 1m Span Scupper | ||||||
| 9.01 | 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 | - | Cum | - | - | itemH1Code11 |
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