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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.7 LAdmitted-Fee/PreQual/Technical/Finance 10 RATAN NAGAR DHER KA BALAJI SIKAR ROAD JAIPUR JAIPUR CITY SOUTH | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹21.5 L+₹1.8 L (9.14%)Admitted-Fee/PreQual/Technical/Finance HURUM GARHA DEWARIYA BARGAWA BHURKUNDA RAMGARH CANTT RAMGARH PIN 829106 JHARKHAND | RAMGARH | JHARKHAND | 829106 | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹26.1 L+₹6.5 L (32.9%)Admitted-Fee/PreQual/Technical/Finance B 407 ANANT IMAGINE APARTMENT OLD BUS STAND KORBA DIST KORBA CG 495677 | KORBA | CHHATTISGARH | 495677 | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹27.4 L+₹7.7 L (39.2%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹27.8 L+₹8.1 L (41.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹44.8 L
EMD Value
₹56,100
Closing Date
17 Apr 2026, 5:00 pmClosed
General Manager (Civil), SECL, Gevra Area
Office of the General Manager , SECL, Gevra Area, PO Gevra Project, Distt.- Korba (CG)Contact No. 9425534065
Repairing and Maintenance of 132 KV Substation and 33 KV Substation building including supply of stone gravels in Switch Yard, Concertina Coil Fencing etc. of Gevra Area
2026_SECL_358035_1
SECL/GA/GM(C)/ETN/26-27/01 dtd. 04.04.2026
Open Tender
Civil Works - Others
Percentage
90 days
GEVRA AREA
Please refer Tender documents.
3 documents required · 3 mandatory
₹56,100
20 Apr 2026
6 Apr 2026
18 Apr 2026
6 Apr 2026
17 Apr 2026
7 Apr 2026
6 Apr 2026 - 10 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 1.01 | 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 | - | cum | - | - |
| 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 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse and (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 1.04 | Supply of mineral aggregate like broken stone/crushed stone (crushed in mechanical crusher) at road site including all lead and stacking etc. complete. 45mm standard size crushed stone | - | cum | - | - |
| 1.05 | Laying/spreading of stone metal/boulder/moorum/ stone dust/stone ballast/levelling to gradient required camber | - | cum | - | - |
| 1.06 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | - | kg | - | - |
| 1.07 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | - | mtr | - | - |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | - | sqm | - | - |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | sqm | - | - |
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BOQ_370922.xls
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