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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹5.3 CrAccepted-AOC 101 1ST FLOOR HANSRAJ HABITATS 27 GREAT NAG ROAD BAIDYANATH SQUARE NAGPUR NAGPUR MAHARASHTRA 440009 | 440009 | ₹5.3 Cr | L-1 | Accepted-AOC L-1 bidder |
| 2 | L-2₹6.4 Cr+₹1.1 Cr (20.1%)Rejected-Finance 4 DI 4 D2 COURT CHAMBERS V T MARG 35 NEW MARINE LINES MUMBAI 400020 | MUMBAI | MUMBAI | MAHARASHTRA | 400020 | ₹6.4 Cr+₹1.1 Cr (20.1%) | L-2 | Rejected-Finance L-2 bidder |
| 3 | Rejected-Technical | - | - | Rejected-Technical Work experience submitted at BSC did not comply with the definition of similar nature of work as per NIT. Hence not accepted |
| Sl No | Description | Qty | Unit | SANBROS SPARES PVT. LTD. L1 | D Thakkar Constructions Pvt.Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in surface excavation not exceeding 30cm in depth but exceeding1.5m in width as well as10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 2,100 | sqm | 160 ₹3,36,000 Lowest | 192 ₹4,03,200 |
| 2.00 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. Ordinary rock | 2,100 | cum | 155 ₹3,25,500 Lowest | 186 ₹3,90,600 |
| 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 upto 1.5 m. | 1,050 | cum | 184.8 ₹1,94,040 Lowest | 222 ₹2,33,100 |
| 4.00 | 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 : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 1,120 | cum | 6,086.45 ₹68,16,824 Lowest | 7,305 ₹81,81,600 |
| 5.00 | Manufacture, Supply and installation of Movement Absorption Flexible Lining-MAFL 8 mm is a three-dimensional structure of special engineering composite materials. It is made of special cement, aggregate and other cementitious materials and three dimensional fiber fabric composite. After hydration and solidification, the product exhibits excellent physical properties and durability of composite materials to be laid at drain/nallah lining. The work involved laying of Movement Absorption Flexible Lining-MAFL ( 8 mm ) as per specification and methodology mentioned in the respective product literature in proper way with all required fixtures and fastenings as a complete job as per instruction and satisfaction of Engineer in Charge with contractor's own materials, labour with all lead, lift, T&P etc. The quoted rate also includes cost of all materials, transportation and supply at site installation, fixing, pegging, curring.Overlapping of 100 mm will be provided between two consecutive patches of MAFL as well as around the edges of side drains, to ensure impermeability, to be considered in measurement for payment.Technical Specification: Physical & Mechanical Properties of MAFL and Testing values to achieve its classification mentioned below:
1.Thickness (Minimum) is 8 mm
2. Mass (Minimum) shall be 12 kg/㎡
3. Density (Minimum) shall be 1500 kg/m³
4. Compressive strength (Minimum) as per ASTM D8329 shall be 60 MPa
5. Flexural/Bending strength (md) as per ASTM D8058 shall be >6 MPa
6. Flexural/Bending strength (cd) as per ASTM D8058 shall be >4.5 MPa
7. Roll width in 2 m & Roll length is 25 m. | 11,760 | sqm | 2,965.25 ₹3,48,71,340 Lowest | 3,560 ₹4,18,65,600 |
| 6.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 2,800 | sqm | 659.55 ₹18,46,740 Lowest | 790 ₹22,12,000 |
| 7.00 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | 2,800 | sqm | 248.5 ₹6,95,800 Lowest | 300 ₹8,40,000 |
| 8.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 81,15,523.92 ₹81,15,523.92 Lowest | 97,42,698 ₹97,42,698 |
Tender Value
₹5.3 Cr
EMD Value
₹6.7 L
Closing Date
5 Jun 2026, 12:00 pmClosed
GM (Civil/Industrial)
Office of GM Civil, CED HQ, BCCL, Koyla Nagar
Bed concreting for a part of Karijore bed at ENA Colliery under Kusunda Area
2026_BCCL_360516_1
BCCL/CED/TC/eNIT-06/26-27/160 dated 29.05.2026
Open Tender
Civil Works - Others
Item Rate
1916 days
Kusunda
As per NIT
5 documents required · 5 mandatory
₹6.7 L
10 Jul 2026
30 May 2026
6 Jun 2026
30 May 2026
5 Jun 2026
31 May 2026
30 May 2026 - 3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in surface excavation not exceeding 30cm in depth but exceeding1.5m in width as well as10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil | 2,100 | sqm | - | - |
| 2 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. Ordinary rock | 2,100 | 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 upto 1.5 m. | 1,050 | cum | - | - |
| 4 | 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 : 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 1,120 | cum | - | - |
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