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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical TANAKPUR ROAD PITHORAGARH UTTARAKHAND | - | - | Rejected-Technical Non responsive |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non responsive |
| 4 | Rejected-Technical NEAR PWD COLONY LOHAGHAT CHAMPAWAT UTTARAKHAND | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | M/S DALIP SINGH ADHIKARI L1 |
|---|---|---|---|---|
| 1.00 | 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 | 559 | Cum | 319 ₹1.8 L |
| 2.00 | 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 | 1,145 | Cum | 3,160 ₹36.2 L |
| 3.00 | 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) | 282 | Cum | 844 ₹2.4 L |
| 4.00 | Excavation in soil in Hilly Area by mechanical means Without useinng Dozer including cutting and trimming of side slopes and
disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 600 | Cum | 60 ₹36,000 |
| 5.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) | 2,888 | Cum | 375 ₹10.8 L |
| 6.00 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.Using naturally occuring gravel | 422 | Cum | 1,082 ₹4.6 L |
| 7.00 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 405 | Cum | 4,347 ₹17.6 L |
| 8.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 540 | Cum | 5,877 ₹31.7 L |
| 9.00 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 21,195 | Kg | 53.8 ₹11.4 L |
| 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 20 Nominal mix (1:2:4) | 53 | Cum | 5,357 ₹2.8 L |
Tender Value
Refer Docs
EMD Value
₹3.8 L
Closing Date
23 Feb 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Construction Of Halipad On Purnagiri Mandir Ghati Area Under Honrable Chief Ministers Announcement No. 165/2023 (At Chuka Area)
2026_pwd_91834_1
524/452CB-03/2026 Dated 07-02-2026
Open Tender
Civil Works - Others
365 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹3.8 L
SE 3rd Circle PWD Pithoragarh
12 Mar 2026
9 Feb 2026
24 Feb 2026
10 Feb 2026
23 Feb 2026
10 Feb 2026
16 Feb 2026
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