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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.0 LAccepted-AOC | ₹70.0 L | L1 | Accepted-AOC L1 bidder with all documents ok |
| 2 | L2₹84.1 L+₹14.1 L (20.2%)Rejected-Finance AT MANDALIA PO BRAJRAJNAGAR CITY JHARSHUGUDA PIN 768216 | JHARSHUGUDA | JHARSHUGUDA | ODISHA | 768216 | ₹84.1 L+₹14.1 L (20.2%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹84.8 L+₹14.8 L (21.2%)Rejected-Finance AT NEAR POLICE OUTPOST GANDAGHORA GANDHICHOWK JHARSUGUDA ODISHA 768216 | JHARSUGUDA | ODISHA | 768216 | ₹84.8 L+₹14.8 L (21.2%) | L3 | Rejected-Finance L3 bidder |
Tender Value
₹89.3 L
EMD Value
₹1.1 L
Closing Date
8 Apr 2026, 6:00 pmClosed
STAFF OFFICER CIVIL,ORIENT AREA
OFFICE OF THE GENERAL MANAGER,ORIENT AREA
Extension and modification of approach gallery to 10 th Incline mouth and conversion of open space into toilet near MTK Building of Mine No.-1 and 2 under Orient Sub Area, Orient Area
2026_MCL_356941_1
MCL/GM/OA/SO(C)/e-T/25-26/68 dtd.23.03.2026
Open Tender
Civil Works - Buildings
Percentage
60 days
OFFICE OF THE GENERAL MANAGER, ORIENT AREA
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.1 L
5 Aug 2026
23 Mar 2026
9 Apr 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
24 Mar 2026 - 3 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 |
|---|---|---|---|---|---|
| - | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of : G.S. Sheet | - | SQM | - | - |
| - | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: Channels, angles, tees and flats | - | KG | - | - |
| - | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | - | CUM | - | - |
| - | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | - | CUM | - | - |
| - | 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 | - | - |
| - | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | - | metre | - | - |
| - | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | SQM | - | - |
| - | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :: Ridges plain (500- 600mm) | - | MTR | - | - |
| - | Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, difusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :: 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | - | SQM | - | - |
| - | 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. | - | CUM | - | - |
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