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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 CrAccepted-AOC 101 1ST FLOOR HANSRAJ HABITATS 27 GREAT NAG ROAD BAIDYANATH SQUARE NAGPUR NAGPUR MAHARASHTRA 440009 | 440009 | ₹9.7 Cr | L1 | Accepted-AOC L-1 bidder Accepted for being lowest bidder and as per Tender Committee Recommendation, Work awarded vide WO ref no. BCCL/CED/GM(C)/WO-35/2025-26/707 |
| 2 | Rejected-Technical 4 DI 4 D2 COURT CHAMBERS V T MARG 35 NEW MARINE LINES MUMBAI 400020 | MUMBAI | MUMBAI | MAHARASHTRA | 400020 | - | - | Rejected-Technical Work experience submitted by the bidder cannot satisfies the definition of similar nature as per NIT which is NOT acceptable |
| 3 | Rejected-Technical | - | - | Rejected-Technical The bidder did not submit any document against the work experience mentioned in BSC and the UDIN on turnover certificate is found to be invalid on website. The bidder did not submit undertaking as per NIT and POA for use of DSC. Hence not accepted |
| Sl No | Description | Qty | Unit | SANBROS SPARES PVT. LTD. L1 |
|---|---|---|---|---|
| 1.00 | Earth work 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 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 12,960 | cum | 153 ₹19,82,880 Lowest |
| 2.00 | 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. | 3,240 | cum | 183 ₹5,92,920 Lowest |
| 3.00 | 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 (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 2,160 | cum | 6,013 ₹1,29,88,080 Lowest |
| 4.00 | Manufacture, Supply and installation of Movement Absorption Flexible Lining-MAFL (8mm) 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 (8mm) 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, complete in all respect nothing shall be paid separately. 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 (approximate) is 8 mm 2. Mass (approximate) shall be 8 kg/m 3. Density as per ASTMC1185-08 shall be 1000 kg/m3. 4. Compressive strength as per ASTMC109/C109M-16a shall be 980 MPa 5. Flexural/Bending strength(md) as per ASTMC1185-08 shall be >45 MPa 6. Flexural/Bending strength(cmd) as per ASTMC1185-08 shall be 21.2 MPa 7. Impervious performance as per JGJ/T70-2009 15 shall be 27.6 MPa 8. Roll width in 2 m | 21,600 | sqm | 2,930 ₹6,32,88,000 Lowest |
| 5.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 3,600 | sqm | 20 ₹72,000 Lowest |
| 6.00 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 3,600 | sqm | 652 ₹23,47,200 Lowest |
| 7.00 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | 3,600 | sqm | 246 ₹8,85,600 Lowest |
| 8.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 1,47,88,202.4 ₹1,47,88,202.4 Lowest |
Tender Value
₹9.8 Cr
EMD Value
₹12.3 L
Closing Date
8 Oct 2025, 5:00 pmClosed
GM(Civil/industrial)
Office of GM(Civil), CED HQ, BCCL, Dhanbad
Strengthening of Bagdigi river bed by laying Movement Absorption Flexible Lining (MAFL) at NAKC Colliery (900 m) along with 5 years comprehensive maint. period at no additional cost to company, commencing from the date of completion of const. work
2025_BCCL_344472_1
BCCL/CED/TC/eNIT-24/25-26/541 dated 22.09.2025
Open Tender
Civil Works - Others
Item Rate
1916 days
Govindpur
As per NIT
5 documents required · 5 mandatory
₹12.3 L
14 Sept 2026
22 Sept 2025
10 Oct 2025
22 Sept 2025
8 Oct 2025
23 Sept 2025
22 Sept 2025 - 1 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work 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 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 12,960 | cum | - | - |
| 2 | 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. | 3,240 | cum | - | - |
| 3 | 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). | 2,160 | cum | - | - |
| 4 | Manufacture, Supply and installation of Movement Absorption Flexible Lining-MAFL (8mm) 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 (8mm) 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, complete in all respect nothing shall be paid separately. 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 (approximate) is 8 mm 2. Mass (approximate) shall be 8 kg/m 3. Density as per ASTMC1185-08 shall be 1000 kg/m3. 4. Compressive strength as per ASTMC109/C109M-16a shall be 980 MPa 5. Flexural/Bending strength(md) as per ASTMC1185-08 shall be >45 MPa 6. Flexural/Bending strength(cmd) as per ASTMC1185-08 shall be 21.2 MPa 7. Impervious performance as per JGJ/T70-2009 15 shall be 27.6 MPa 8. Roll width in 2 m | 21,600 | sqm | - | - |
| 5 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 3,600 | sqm | - | - |
| 6 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | 3,600 | sqm | - | - |
| 7 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Flush/ Ruled pointing | 3,600 | sqm | - | - |
| 8 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - |
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