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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-Finance | ₹31.0 L | L1 | Accepted-Finance Single qualified bidder. |
| 2 | Rejected-Technical | - | - | Rejected-Technical NIT Document not uploaded online and Hard copy of Technical bid not received within time period prescribed in NIT |
| 3 | Rejected-Technical | - | - | Rejected-Technical Affidavit performa under clause 1.2.1.1 is not submitted by bidder |
| Sl No | Description | Qty | Unit | SHRAWAN KUMAR L1 |
|---|---|---|---|---|
| 1.00Earth 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. | ||||
| 1.01 | a) All kinds of soil. | 60 | cum | 290 ₹17,400 |
| 2.00Excavation 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. | ||||
| 2.01 | a) Ordinary rock | 20 | cum | 650 ₹13,000 |
| 3.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 60 | cum | 171 ₹10,260 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||
| 4.01 | a) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | 10,550 ₹10,550 |
| 4.02 | b) 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 7 | cum | 8,200 ₹57,400 |
| 5.00Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||
| 5.01 | a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40 | cum | 11,000 ₹4.4 L |
Tender Value
Refer Docs
EMD Value
₹54,076
Closing Date
8 May 2026, 6:00 pmClosed
Executive Engineer Civil
The Executive Engineer Civil BSNL Civil Division Jamshedpur at Dhanbad 3rd floor CTO building Hirapur Dhanbad 826001
Repair of collapsed compound wall of Manifit TE campus at Jamshedpur BA Jamshedpur
2026_BSNL_276093_1
07/NIT/EE(C)/CDJ/26-27
Open Tender
Civil Works
180 days
Jamshedpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
Accounts Officer Cash Olo the GMTD BSNL Jamshedpur
₹54,076
Yes
19 May 2026
29 Apr 2026
11 May 2026
29 Apr 2026
8 May 2026
29 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Earth 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. | ||||||
| 1.01 | a) All kinds of soil. | 60 | cum | - | - | 1.01 |
| 2Excavation 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. | ||||||
| 2.01 | a) Ordinary rock | 20 | cum | - | - | 2.01 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 60 | cum | - | - | 3 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 4.01 | a) 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - | 4.01 |
| 4.02 | b) 1:4:8 (1 Cement : 4 coarse sand(zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). | 7 | cum | - | - | 4.02 |
| 5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : | ||||||
| 5.01 | a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 40 | cum | - | - | 5.01 |
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