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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹24.6 LAccepted-AOC DATLA JUNNARDEO TEHSIL CHHINDWARA DISTRICT MADHYA PRADESH | ₹24.6 L | L-1 | Accepted-AOC Successful Bidder |
| 2 | L-2₹26.6 LRejected-Finance GURHI PATACHAURAI TEHSIL JUNAPARAO DISTRICT CHHINDWARA MADHYA PRADESH PIN 480449 | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480449 | ₹26.6 L | L-2 | Rejected-Finance Unsuccessful Bidder |
| 3 | L-3₹27.5 LRejected-Finance NEAR AADIWASI CHATRAWAS WARD NO 07 BARKUHI TE PARASIA DI CHHINDWARA M P | BARKUHI | CHHINDWARA | MADHYA PRADESH | ₹27.5 L | L-3 | Rejected-Finance Unsuccessful Bidder |
| 4 | L-4₹31.4 LRejected-Finance | ₹31.4 L | L-4 | Rejected-Finance Unsuccessful Bidder |
| Sl No | Description | Qty | Unit | firoj ansari L1 | High Tech Infrastructure L2 | GUL MOHAMMAD L3 | M/S J.K. INFRA GROUP L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 84.15 | Cum | 45 ₹3,786.75 | 100 ₹8,415 | 86 ₹7,236.90 | 84 ₹7,068.60 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 45 | Cum | 2,578 ₹1.2 L | 3,000 ₹1.4 L | 2,900 ₹1.3 L | 3,500 ₹1.6 L |
| 3.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- 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). | 26.15 | Cum | 3,000 ₹78,450 | 3,500 ₹91,525 | 4,150 ₹1.1 L | 4,700 ₹1.2 L |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars | 2,100 | Kg | 62.5 ₹1.3 L | 60 ₹1.3 L | 55 ₹1.2 L | 67 ₹1.4 L |
| 5.00 | 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). | 25.3 | cum | 3,000 ₹75,900 | 3,500 ₹88,550 | 4,225 ₹1.1 L | 4,800 ₹1.2 L |
| 6.00 | Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand). | 12.2 | Cum | 3,100 ₹37,820 | 3,000 ₹36,600 | 3,200 ₹39,040 | 3,600 ₹43,920 |
| 7.00 | Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in superstructure above plinth level up to floor one level in: Cement mortar 1:6 (1 cement : 6 coarse sand). | 24.25 | Cum | 3,268 ₹79,249 | 3,000 ₹72,750 | 3,600 ₹87,300 | 3,900 ₹94,575 |
| 8.00 | 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. | 15,200 | Kg | 63 ₹9.6 L | 70 ₹10.6 L | 72 ₹10.9 L | 81 ₹12.3 L |
| 9.00 | 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 0.45mm 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. | 571.5 | Sqm | 460 ₹2.6 L | 400 ₹2.3 L | 425 ₹2.4 L | 510 ₹2.9 L |
| 10.00 | Providing and fixing precoated galvanised steel sheet
roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm 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 using self drilling/ self tapping screws cmplete:Ridges plain (500 - 600mm) | 30 | metre | 190 ₹5,700 | 250 ₹7,500 | 300 ₹9,000 | 295 ₹8,850 |
Tender Value
₹43.5 L
EMD Value
₹54,400
Closing Date
9 Oct 2025, 11:00 amClosed
Staff Officer (Civil) KA
Office of the Area General Manager, Dungariya, Kanhan Area
Construction of Shed and foundation for man rider system at of Sharda UG Mine Kanhan Area
2025_WCL_344518_1
ka3450-civ-s-e016 of 2025-26
Open Tender
Civil Works - Others
180 days
Sharda UG Mine
-----N.A.------
3 documents required · 3 mandatory
₹54,400
6 Feb 2026
23 Sept 2025
10 Oct 2025
23 Sept 2025
9 Oct 2025
23 Sept 2025
23 Sept 2025 - 30 Sept 2025
Amount
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 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, ifnishing and reinforcement- 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).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars
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).
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in superstructure above plinth level up to floor one level in: Cement mortar 1:6 (1 cement : 6 coarse sand).
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.
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 0.45mm 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.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50mm (base metal of minimum 0.45mm 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 using self drilling/ self tapping screws cmplete:Ridges plain (500 - 600mm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work .
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade Rubber moulded made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
Finishing walls with Acrylic Smooth exterior paint of required shade .New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm
Providing and fixing in position collapsible steel shutters with vertical channels 20 x 10 x 2 mm and braced with flat iron diagonals 20 x 5 mm size, with top and bottom rail of T iron 40 x 40 x 6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
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
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Total impact of GST for the purpose of CTC
High Tech Infrastructure (BID ID -1189633)
GUL MOHAMMAD (BID ID -1189750)
M/S J.K. INFRA GROUP (BID ID -1189710)
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