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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
| 5 | Rejected-Technical C O DHRUV NATH GIRI SHANTINAGAR SHIVNANDANPUR BISHRAMPUR CHHATTISGARH 497226 | BISHRAMPUR | SURAJPUR | CHHATTISGARH | 497226 | - | - | Rejected-Technical Technically Rejected |
| Sl No | Description | Qty | Unit | M/s RADHEVINAY GROUP L5 | SHRI SHYAM TRADERS L4 | MANOHAR JAISWAL L2 | SIDDHARTHA CONSTRUCTION L3 | B. D. ENTERPRISES L1 | KIANA INTRATECH L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | |||||||||
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 324 | cum | 141.8 ₹45,943.20 | 120 ₹38,880 | 125 ₹40,500 | 125 ₹40,500 | 96.49 ₹31,262.76 | 144.45 ₹46,801.80 |
| 2.01 | 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 for all lift | 108 | cum | 90.6 ₹9,784.80 | 70 ₹7,560 | 50 ₹5,400 | 80 ₹8,640 | 61.6 ₹6,652.80 | 92.25 ₹9,963 |
| 3.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 16.2 | cum | 3,818 ₹61,851.60 | 3,270 ₹52,974 | 3,100 ₹50,220 | 3,380 ₹54,756 | 2,598.77 ₹42,100.07 | 3,890.58 ₹63,027.40 |
| 4.01 | Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 69.06 | cum | 4,907 ₹3.4 L | 4,100 ₹2.8 L | 4,000 ₹2.8 L | 4,423 ₹3.1 L | 3,400.13 ₹2.3 L | 5,090.3 ₹3.5 L |
| 5.01 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 158.4 | sqm | 492 ₹77,932.80 | 350 ₹55,440 | 430 ₹68,112 | 435 ₹68,904 | 334.67 ₹53,011.73 | 501 ₹79,358.40 |
| 6.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 5,524.8 | kg | 67 ₹3.7 L | 76 ₹4.2 L | 40 ₹2.2 L | 60 ₹3.3 L | 46.22 ₹2.6 L | 69.2 ₹3.8 L |
| 7.01 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | 607.68 | kg | 61 ₹37,068.48 | 78 ₹47,399.04 | 40 ₹24,307.20 | 54 ₹32,814.72 | 41.8 ₹25,401.02 | 62.6 ₹38,040.77 |
| 8.01 | Total impact of GST for the purpose of CTC | 1 | Nos | - | - | - | - | - | - |
Updated dates
Tender Value
₹14.9 L
EMD Value
₹18,600
Closing Date
23 Jan 2026, 5:00 pmClosed
SO(Civil), SECL, Baikunthpur Area
SO(Civil), SECL, Baikunthpur Area
Providing additional support foundation of damaged trestle of bunker at Pandavpara Mine of Baikunthpur Area
2026_SECL_350672_1
SECL /BKP/ DGM(C) / e-T / 75
Open Tender
Civil Works - Others
60 days
Jhilimili
Please refer Tender documents.
3 documents required · 3 mandatory
₹18,600
23 Feb 2026
8 Jan 2026
26 Jan 2026
9 Jan 2026
23 Jan 2026
9 Jan 2026
8 Jan 2026 - 12 Jan 2026
Item Description/ Heading
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil.
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 for all lift
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing 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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
Total impact of GST for the purpose of CTC
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