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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC AT TELIYABANDH KATRAS AREA DHANBAD JH 828114 | DHANBAD | DHANBAD | JHARKHAND | 828114 | ₹2.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.4 LRejected-Finance AT WATER FILTER PLANT RAMKANALI KATRAS BAZAR DHANBAD JH 828114 | DHANBAD | DHANBAD | JHARKHAND | 828114 | ₹2.4 L | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹2.5 LRejected-Finance AT ANGARPATHARA KATRASGARH DHANBAD JH 828113 | DHANBAD | DHANBAD | JHARKHAND | 828113 | ₹2.5 L | L3 | Rejected-Finance NOT L1 |
| 4 | L4₹3.0 LRejected-Finance | ₹3.0 L | L4 | Rejected-Finance NOT L1 |
| 5 | L5₹3.0 LRejected-Finance NEAR BITUBABA MANDIR WARD NO 6 GHUGUS DIST CHANDRAPUR CHANDRAPUR 442905 | CHANDRAPUR | MAHARASHTRA | 442905 | ₹3.0 L | L5 | Rejected-Finance NOT L1 |
| Sl No | Description | Qty | Unit | RAHUL KUMAR SINGH L7 | A.K.CONSTRUCTION L1 | M/S SATYA TRADERS L2 | M/S PRAJAPATI CONSTRUCTION L6 | M/S RAJU SINGH L3 | VINAY KUMAR SINGH L5 | SRI NARAYAN CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 4.74 | cum | 202.64 ₹960.31 | 130.18 ₹616.92 | 131.26 ₹622.04 | 166.2 ₹787.62 | 135.45 ₹641.90 | 191.66 ₹908.28 | 171.41 ₹812.33 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 4.74 | cum | 5,759.6 ₹27,294.74 | 3,699.94 ₹17,534.02 | 3,730.98 ₹17,681.11 | 4,723.69 ₹22,385.57 | 3,849.68 ₹18,243.63 | 5,447.37 ₹25,815.09 | 3,604.5 ₹17,081.73 |
| 1.03 | Supply and erection of RCC precast bounary wall of 50mm wall thickness and coloumn of 150by 150mm with M30 grade concrete as per direction of EIC | 80 | m. | 3,174.31 ₹2.5 L | 2,039.16 ₹1.6 L | 2,056.27 ₹1.6 L | 2,603.39 ₹2.1 L | 2,121.69 ₹1.7 L | 3,002.23 ₹2.4 L | 3,204 ₹2.6 L |
| 1.04 | Flyash brick work in S&S 1:6 | 5 | cum | 5,189 ₹25,945 | 3,333.39 ₹16,666.95 | 3,361.36 ₹16,806.80 | 4,255.72 ₹21,278.60 | 3,468.29 ₹17,341.45 | 4,907.71 ₹24,538.55 | 3,604.5 ₹18,022.50 |
| 1.05 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | 50 | sqm | 210.07 ₹10,503.50 | 134.94 ₹6,747 | 136.08 ₹6,804 | 172.29 ₹8,614.50 | 140.42 ₹7,021 | 198.69 ₹9,934.50 | 80.1 ₹4,005 |
| 1.06 | Total impact of GST for the purpose of CTC | 1 | Nos | 57,356.7 ₹57,356.70 | 36,845.58 ₹36,845.58 | 37,154.8 ₹37,154.80 | 47,040.75 ₹47,040.75 | 38,336.97 ₹38,336.97 | - | - |
Tender Value
₹4.0 L
EMD Value
₹5,000
Closing Date
14 Feb 2026, 5:00 pmClosed
Area Civil Engineer
Katras Area Office
Repairing of Boundary wall at AKWMC Workshop under Katras Area
2026_BCCL_352374_1
GM/KA-IV/Civil/eNIT/2025-26/30
Open Tender
Civil Works - Others
20 days
Katras Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,000
19 Mar 2026
4 Feb 2026
16 Feb 2026
4 Feb 2026
14 Feb 2026
4 Feb 2026
4 Feb 2026 - 12 Feb 2026
Earth 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).
Supply and erection of RCC precast bounary wall of 50mm wall thickness and coloumn of 150by 150mm with M30 grade concrete as per direction of EIC
Flyash brick work in S&S 1:6
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Total impact of GST for the purpose of CTC
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