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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.5 CrAdmitted-Finance | ₹4.5 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | VERINDER KUMAR GUPTA L1 |
|---|---|---|---|---|
| 1.00Sub -Head : Earth Work | ||||
| 2.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | ||||
| 2.01 | All kinds of soil | 373 | One Cubic Metre | 500 ₹1.9 L |
| 3.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | ||||
| 3.01 | Ordinary rock | 260 | One Cubic Metre | 500 ₹1.3 L |
| 3.02 | Hard rock (blasting prohibited) | 93 | One Cubic Metre | 1,000 ₹93,000 |
| 4.00Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||
| 4.01 | All kinds of soil. | 214 | One Cubic Metre | 500 ₹1.1 L |
| 5.00Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. | ||||
| 5.01 | Ordinary rock | 54 | One Cubic Metre | 500 ₹27,000 |
Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
14 May 2026, 6:00 pmClosed
Executive Engineer (Civil)
Block No-5, Set No-4, Phase-III, Sector-6, New Shimla (HP)-171009
Construction of Fire Post Building including site development works at Kumarsain Distt Shimla HP SH Civil and Electrical Work
2026_BSNL_275964_1
EE/BSNL/CD/SML/2026-27/01
Open Tender
Civil Works
425 days
Kumarsain Shimla
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
ACCOUNTS OFFICER EF O/O THE CGMT SHIMLA
₹10.4 L
25 May 2026
28 Apr 2026
20 May 2026
28 Apr 2026
14 May 2026
28 Apr 2026
28 Apr 2026 - 14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub -Head : Earth Work | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | |||||
| 2.01 | All kinds of soil | 373 | One Cubic Metre | - | - |
| 3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge. | |||||
| 3.01 | Ordinary rock | 260 | One Cubic Metre | - | - |
| 3.02 | Hard rock (blasting prohibited) | 93 | One Cubic Metre | - | - |
| 4Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | |||||
| 4.01 | All kinds of soil. | 214 | One Cubic Metre | - | - |
| 5Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. | |||||
| 5.01 | Ordinary rock | 54 | One Cubic Metre | - | - |
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