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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC AT HIJUKITA PO LALMATIA DIST GODDA JHARKHAND 814165 | LALMATIA | GODDA | JHARKHAND | 814165 | ₹1.1 Cr | L1 | Accepted-AOC Technically and financially eligible L1 Bidder |
| 2 | L2₹1.2 CrRejected-Finance MIG I 68 RSS NAGAR KORBA CHHATTISGARH 495678 | 495678 | ₹1.2 Cr | L2 | Rejected-Finance L1 Bidder |
| 3 | L3₹1.4 CrRejected-Finance 120 RAMAYAN KOSABADI DIST KORBA CHHATTISGARH 495677 | KORBA | CHHATTISGARH | 495677 | ₹1.4 Cr | L3 | Rejected-Finance Not L1 Bidder |
| 4 | L4₹1.4 CrRejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | ₹1.4 Cr | L4 | Rejected-Finance Not L1 Bidder |
| Sl No | Description | Qty | Unit | NARENDRA KUMAR SINGH L4 | M/S ANAND ENTERPRISES L2 | M/S ANIL CONSTRUCTION L1 | VERITY INDIA L3 |
|---|---|---|---|---|---|---|---|
| 1.00Civil Works | |||||||
| 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 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. All kinds of soil. | 1,326 | Cum | 100 ₹1.3 L | 27 ₹35,802 | 25 ₹33,150 | 100 ₹1.3 L |
| 1.02 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. | 5,720 | Cum | 2,100 ₹1.2 Cr | 1,777 ₹1.0 Cr | 1,585 ₹90.7 L | 2,000 ₹1.1 Cr |
| 1.03 | 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. | 1,326 | Cum | 50 ₹66,300 | 17 ₹22,542 | 10 ₹13,260 | 50 ₹66,300 |
| 2.00 | Total impact of GST for the purpose of CTC | 1 | Nos | 21,97,962 ₹22.0 L | 18,40,101.12 ₹18.4 L | 16,40,269.8 ₹16.4 L | 20,95,002 ₹21.0 L |
Tender Value
₹2.0 Cr
EMD Value
₹2.5 L
Closing Date
28 Mar 2026, 5:00 pmClosed
Staff Officer Civil SECL Korba Area
Office of the General Manager, South Eastern Coalfields Limited, CIVIL DEPARTMENT, KORBA AREA KORBA- 495 677(CG)
Providing and laying Gabion retaining wall for earth retention in Western quarry at Manikpur OCP of Korba Area
2026_SECL_356425_1
SECL/GM/C/eTender/25-26/155 Dt12.03.2026
Open Tender
Civil Works - Others
180 days
Office of General Manager SECL Korba Area
As per NIT
5 documents required · 5 mandatory
₹2.5 L
28 Apr 2026
12 Mar 2026
30 Mar 2026
13 Mar 2026
28 Mar 2026
13 Mar 2026
13 Mar 2026 - 21 Mar 2026
Civil Works
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 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. All kinds of soil.
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
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.
Total impact of GST for the purpose of CTC
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