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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | Prakash Chandra Punetha L1 | GANGA PRASAD PUNETHA L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun to lines as per plan X section, L section camber super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | 1 | JOB | 7,82,576 ₹7.8 L | 7,94,494.71 ₹7.9 L |
| 2.00 | 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 | 3,473.13 | Cum | 52 ₹1.8 L | 52.9 ₹1.8 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). | 32 | NOS | 8,238 ₹2.6 L | 8,363.5 ₹2.7 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 | 466.71 | Cum | 402 ₹1.9 L | 408.4 ₹1.9 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 | 196.26 | Cum | 4,052 ₹8.0 L | 4,114.6 ₹8.1 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 | 338.35 | Cum | 2,166.5 ₹7.3 L | 2,199.5 ₹7.4 L |
| 7.00 | 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 pecifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 60 | Cum | 4,767 ₹2.9 L | 4,839.6 ₹2.9 L |
| 8.00 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | 436.91 | Cum | 1,032 ₹4.5 L | 1,048.7 ₹4.6 L |
| 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..[Grading of no-1] (45-90 mm size). By Mechanical Means | 616.61 | Cum | 3,536 ₹21.8 L | 3,589.9 ₹22.1 L |
| 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 1 as per Technical Specification Clause 405..[Grading of no-2] (45-63 mm size). By Mechanical Means | 428.2 | Cum | 3,552 ₹15.2 L | 3,606.6 ₹15.4 L |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
12 May 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Asphalting and improvement work from Km 168 of the Dhunaghat Bhingrada Reetha Sahib Motor Road up to Swami Avdheshanand Public School in Champawat Constituency of Champawat district under the State Plan
2026_pwd_93969_3
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
₹3.1 L
SE 3rd Circle PWD Pithoragarh
30 May 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 |
|---|---|---|---|---|---|---|
| 1 | Earthwork in Hill Road (hill side cutting/filling)-excavation in hilly area for construction of road in all types of soil & rock with E&B and BLB as met at site trun to lines as per plan X section, L section camber super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead lifts and safe disposal of surplus excavated material at suitable dumping places by mechanical means/manual means indicated in the drawing with out damaging forest and forest land including slip clearance during hill side cutting as directed by Engineer-in-charge. | - | JOB | - | - | itemH1Code1 |
| 2 | 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 | - | Cum | - | - | itemH1Code2 |
| 3 | 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). | - | NOS | - | - | itemH1Code3 |
| 4 | 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 | - | - | itemH1Code4 |
| 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 | - | Cum | - | - | itemH1Code5 |
| 6 | 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 | - | - | itemH1Code6 |
| 7 | 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 pecifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | Cum | - | - | itemH1Code7 |
| 8 | HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work. | - | Cum | - | - | itemH1Code8 |
| 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..[Grading of no-1] (45-90 mm size). By Mechanical Means | - | Cum | - | - | itemH1Code9 |
| 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 1 as per Technical Specification Clause 405..[Grading of no-2] (45-63 mm size). By Mechanical Means | - | Cum | - | - | itemH1Code10 |
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