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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance NEAR PWD COLONY LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.4 CrAdmitted-Finance | ₹2.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Girdhar Singh Adhikari L8 | M/s Shidhi Vinayak Construction L1 | MS DALIP SINGH ADHIKARI L2 | Neeraj Mishra L7 | Ms Jai Gopal Associates L5 | Laxmi Datt Binwal L3 | RAM SINGH BISHT L6 | Super Construction Associates L4 | M/s Parwatiya Construction L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Hill side cutting For making road of regarding In all types of soil for making the road as per plan and L-section including uprooting and cutting of bushes dressing of road surface removal and disposal of surplus /excavated material and debries up to distance of 30 m. from road side as directed by Engineer in Charge as per P.W.D. Specifications. Also including all labour machenery and T&P etc. required for proper completion of the work. | 1 | Job | 2,31,80,000 ₹2.3 Cr | 1,33,10,000 ₹1.3 Cr | 1,69,49,536.55 ₹1.7 Cr | 1,84,05,360 ₹1.8 Cr | 1,90,00,000 ₹1.9 Cr | 1,77,12,000 ₹1.8 Cr | 1,87,00,000 ₹1.9 Cr | 1,81,00,000 ₹1.8 Cr | 2,37,19,185.8 ₹2.4 Cr |
| 2.00Muck Disposal | ||||||||||||
| 2.01 | Excavation in foundation in all type of soil and rock .As with at site of work including lead and lift and disposal of surplus earth as directed by Engineer in Charge including labour, T&P etc. for proper completion of the work. | 870.79 | cum. | 375 ₹3.3 L | 194.5 ₹1.7 L | 272.77 ₹2.4 L | 305 ₹2.7 L | 250 ₹2.2 L | 100 ₹87,079 | 150 ₹1.3 L | 290 ₹2.5 L | 389.5 ₹3.4 L |
| 2.02 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conferming to IS 280 & IS 4826 in 150 mm x 150 mm mesh laid with stone boulders as per direction of Engineer-in -Charge. | 3,550.5 | cum. | 1,645 ₹58.4 L | 1,591 ₹56.5 L | 1,172.79 ₹41.6 L | 1,320 ₹46.9 L | 1,100 ₹39.1 L | 1,600 ₹56.8 L | 1,600 ₹56.8 L | 1,252 ₹44.5 L | 1,674.7 ₹59.5 L |
| 2.03 | Removal of unsuitable soil with disposal upto 1000 m. Remaval of unsuitable soil including excavation loading and disposal upto 1000m. 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 techanical specification clause 302.3.11 | 54,449.68 | cum. | 30 ₹16.3 L | 25 ₹13.6 L | 28.22 ₹15.4 L | 32 ₹17.4 L | 35 ₹19.1 L | 7 ₹3.8 L | 10 ₹5.4 L | 30 ₹16.3 L | 40.3 ₹21.9 L |
Tender Value
Refer Docs
EMD Value
₹9.1 L
Closing Date
10 Jan 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer 2nd Circle PWD , Nainital
Construction work of the motor road from Nainital Pangot to Dechhori in the Assembly Constituency of Nainital district. Chief Minister Announcement No. 309 2023 Under the State sector Km 6.500 to 18.200
2025_pwd_89688_1
3214/41M 2/24-25 Dated 26-11-25
Open Tender
Civil Works - Roads
270 days
Nainital
As per attached SBD
2 documents required · 2 mandatory
₹5,900
EE Provincial Division PWD Nainital
₹9.1 L
Superintending Engineer 2nd Circle PWD , Nainital
30 Jan 2026
9 Dec 2025
12 Jan 2026
9 Dec 2025
10 Jan 2026
26 Dec 2025
20 Dec 2025
Hill side cutting For making road of regarding In all types of soil for making the road as per plan and L-section including uprooting and cutting of bushes dressing of road surface removal and disposal of surplus /excavated material and debries up to distance of 30 m. from road side as directed by Engineer in Charge as per P.W.D. Specifications. Also including all labour machenery and T&P etc. required for proper completion of the work.
Muck Disposal
Excavation in foundation in all type of soil and rock .As with at site of work including lead and lift and disposal of surplus earth as directed by Engineer in Charge including labour, T&P etc. for proper completion of the work.
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conferming to IS 280 & IS 4826 in 150 mm x 150 mm mesh laid with stone boulders as per direction of Engineer-in -Charge.
Removal of unsuitable soil with disposal upto 1000 m. Remaval of unsuitable soil including excavation loading and disposal upto 1000m. 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 techanical specification clause 302.3.11
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