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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.8 LAccepted-Finance 62 AMRENDRA ANUP SWAMI VIVEKA NAND ROAD CHAS BOKARO STEEL CITY JHARKHAND 827013 | BOKARO | JHARKHAND | 827013 | ₹23.8 L | L1 | Accepted-Finance First lowest |
| 2 | L2₹30.9 L+₹7.1 L (30.0%)Accepted-Finance | ₹30.9 L+₹7.1 L (30.0%) | L2 | Accepted-Finance Second lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of technical bid not received upto 18 hrs on 24th July 2026 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder name in Affidavit is mismatch |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy of technical bid not received upto 18 hrs on 24th July 2026 |
| Sl No | Description | Qty | Unit | ANUP ENGINEERING CORPORATION L1 | SHRAWAN KUMAR L2 |
|---|---|---|---|---|---|
| 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 | 195 ₹11,700 Lowest | 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 | 20 ₹400 Lowest | 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 | 165 ₹9,900 Lowest | 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 | 7,200 ₹7,200 Lowest | 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 | 6,800 ₹47,600 Lowest | 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 | 9,500 ₹3,80,000 Lowest | 11,000 ₹4,40,000 |
Tender Value
Refer Docs
EMD Value
₹54,076
Closing Date
18 Jul 2026, 6:00 pmClosed
Executive Engineer Civil
The Executive Engineer (C), BSNL Civil Division, Jamshedpur
Repair of collapsed compound wall of Manifit TE campus at Jamshedpur BA Jamshedpur Recall
2026_BSNL_283437_1
07/NIT/EE(C)/CDJ/26-27
Open Tender
Civil Works
Item Rate
180 days
Jamshedpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
Accounts Officer Cash BSNL Olo GMTD Ranchi
₹54,076
Yes
25 Jul 2026
8 Jul 2026
20 Jul 2026
8 Jul 2026
18 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 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 | - | - |
| 4.02 | 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 | - | - |
| 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 | - | - |
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