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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.4 CrAdmitted-Finance | ₹1.4 Cr | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Aan singh L1 | GANGA PRASAD PUNETHA L2 | Prakash Chandra Punetha L3 |
|---|---|---|---|---|---|---|
| 1.00 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 53 | No. | 241 ₹12,773 | 200 ₹10,600 Lowest | 284 ₹15,052 |
| 2.00 | 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 | 7,15,000 ₹7,15,000 | 5,00,000 ₹5,00,000 Lowest | 8,41,756 ₹8,41,756 |
| 3.00 | 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 | 9,528.79 | Cum | 44 ₹4,19,266.76 | 40 ₹3,81,151.6 Lowest | 52.9 ₹5,04,072.99 |
| 4.00 | 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). | 120 | No. | 7,113 ₹8,53,560 Lowest | 8,000 ₹9,60,000 | 8,363.5 ₹10,03,620 |
| 5.00 | 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 | 1,102.05 | Cum | 350 ₹3,85,717.5 | 200 ₹2,20,410 Lowest | 408.4 ₹4,50,077.22 |
| 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 | 1,199.39 | Cum | 1,890 ₹22,66,847.1 Lowest | 2,100 ₹25,18,719 | 2,199.5 ₹26,38,058.31 |
| 7.00 | 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. | 292.29 | Cum | 3,510 ₹10,25,937.9 Lowest | 3,700 ₹10,81,473 | 4,114.6 ₹12,02,656.43 |
| 8.00 | 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) | 244.89 | Cum | 900 ₹2,20,401 | 700 ₹1,71,423 Lowest | 1,048.7 ₹2,56,816.14 |
| 9.00 | 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 | 22.5 | Cum | 4,200 ₹94,500 Lowest | 4,600 ₹1,03,500 | 4,839.6 ₹1,08,891 |
| 10.00 | 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) | 82.24 | Cum | 6,300 ₹5,18,112 Lowest | 6,500 ₹5,34,560 | 7,197 ₹5,91,881.28 |
Tender Value
Refer Docs
EMD Value
₹3.7 L
Closing Date
6 Jul 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Asphalting work from Ghatotkach Temple to Jhali Mali Temple in the Champawat Constituency of Champawat District under the Honrable Chief Ministers announcement No. 382/2022.
2026_pwd_96581_1
2078/ 208 C (Yata-D)-03 / 2026 Dated 08-06-2026
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
10 Jul 2026
12 Jun 2026
7 Jul 2026
12 Jun 2026
6 Jul 2026
22 Jun 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications | 53 | No. | 284 | ₹15,052 |
| 2 | 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 | 8,41,756 | ₹8,41,756 |
| 3 | 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 | 9,528.79 | Cum | 52.9 | ₹5,04,072.99 |
| 4 | 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). | 120 | No. | 8,363.5 | ₹10,03,620 |
| 5 | 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 | 1,102.05 | Cum | 408.4 | ₹4,50,077.22 |
| 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 | 1,199.39 | Cum | 2,199.5 | ₹26,38,058.31 |
| 7 | 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. | 292.29 | Cum | 4,114.6 | ₹12,02,656.43 |
| 8 | 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) | 244.89 | Cum | 1,048.7 | ₹2,56,816.14 |
| 9 | 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 | 22.5 | Cum | 4,839.6 | ₹1,08,891 |
| 10 | 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) | 82.24 | Cum | 7,197 | ₹5,91,881.28 |
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