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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹25.5 LAccepted-AOC HOUSE NO 494 BHUKHAND NO 493 GANESHPUR TA WANI | WANI | MAHARASHTRA | ₹25.5 L Quoted ₹21.6 L | L-1 | Accepted-AOC Lowest qualified bidder. Hence being awarded. |
| 2 | L-2₹21.8 LRejected-AOC FLAT NO 205 SYNERGY WORLD KOSARA DISTRICT CHANDRAPUR MS 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | ₹21.8 L | L-2 | Rejected-AOC Not a qualified L1 bidder |
| 3 | L-3₹24.7 LRejected-AOC UTTAM NAGAR BENGALI CAMP MULI ROAD CHANDRAPUR 442401 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442401 | ₹24.7 L | L-3 | Rejected-AOC Not a qualified L1 bidder |
| 4 | L-4₹25.7 LRejected-AOC C O GAJANANRAO THERE WARD NO 3 WANI DIST YAVATMAL PIN NO 445304 | YAVATMAL | MAHARASHTRA | 445304 | ₹25.7 L | L-4 | Rejected-AOC Not a qualified L1 bidder |
Tender Value
₹33.0 L
EMD Value
₹41,300
Closing Date
11 Mar 2026, 3:30 pmClosed
Shri. Kundan Singh
OFFICE OF THE AREA GENERAL MANAGER WCL BALLARPUR AREA P.O. SASTI TA. RAJURA DIST. CHANDRAPUR (MS) PIN 442905
Providing temporary office arrangement for SAM office establishment at Gouri Central OCM under Gouri Central Sub Area.
2026_WCL_354711_1
wcl-ba3650-civ-e112-25-26/1208
Open Tender
Civil Works - Buildings
90 days
WCL Ballarpur Area
As per NIT
4 documents required · 4 mandatory
₹41,300
11 Apr 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
11 Mar 2026
28 Feb 2026
27 Feb 2026 - 4 Mar 2026
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 for all lift, as directed by Engineer-in-charge. All kinds of soil
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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 20 mm nominal size derived from natural sources)
Brick work with fly ash bricks in foundation and plinth in cement morter 1:6 (1 cement: 6 coarse sand)
12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)
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)
MS Fabricated Portable Office Container : - Providing and fixing MS Fabricated Portable Office container or cabin of size 40 ' Length x 10' Width x 8.50 ' Height with which includes all necessary fittings and 5 nos aluminium powder coated sliding window 3'x3' with safty grill canopy above the all the windows. Electric fittings : - Led Tube 5 Nos , Door light 1 no , Cabin fan 4 nos , MCB single pole 4 Nos , AC point - 2 Nos , Power point 6 nos ( Each 2 swithces and 2 Sockets ) . Western Toilets Partition of Size 6'x4' : - which includes 4 mm thick ACP sheet internal wall paneling with pVC Door 1 Nos . Toilet Fitting :- WC & Helth , faucet gun 1 Nos , Water Tap SS 1 Nos , Flush tank 1 Nos , Hand wash basin 1 Nos , Wash basin tap SS 1 Nos , Overhead tank frame 1 Nos , and all necessary internal plumbing & electric fittings Electric Fittings : - Led Tube 1 Nos , Lower with Exhaust fan of 150 CFM 1 Nos . Including Loading , Transportation , Unloading & Stacking and Installation at Site Complete. Technical Specification FOR ( MS Fabricated Portable Office Container ) : - Bottom Frame : - 100 x 50 C- channel & 100 x 50 mm specially formed MS Square tubes. Top Frame :- Top frame made of 50 x 50 mm , 50x25 mm , 25x25 mm specially formed MS Squre tubes. Stiffeners Bottom : - 100 x 50 mm , 50 x 50 mm MS Square Pipes. Stiffeners Top : - 50 x 50 mm , 50 x 25 & 25 x 25 mm MS Square tubes . Side Wall Stiffeners : - Specially formed 50 x 50 , 50 x 25 mm 1.20 mm MS Square tubes.Panelling Outside :- 1.20 mm specially corrugated MS sheet of 18 G welded on MS Structure Frame. Slanted Roof Outside : - 1.20 mm thick slanted roof with specially formed rain gutters or water channel of MS sheet of 18 G welded on MS structure frame . Internal Wall Panelling : - Pre-laminated MDF Board of 8 mm & all vertical & Horizontal corners will be neatly & smoothly finished with aluminium sections for internal walls & ceiling. Insulation : - Thermal insulation of glass wool of density 48 Kg/ 50 mm inside roof & 25 mm glass wool for side walls. Bottom Flooring : - 18 mm bison board panels & 1.2 mm thick PVC Vinyl Carpet shall be fixed by means of self tapping screw shall be fixed on the floor. Aluminium Window : - Aluminium Powder coated sliding window in each container with 4 mm thick glass for all windows with safty grills & canopy above the windows. MS Door : - Door shall be external opening type made up of same material as wall with std. hardware lock & handle & canopy above the windows. MS Door : - Door shall be external opening type made up of same material as wall with std hardware lock & hanle & canopy above the door Wiring : - Wiring shall be done using PVC conduit & fire resisrance wires of ISI quality suitable for 240 V single phase AC supply , 1.50 sqmm , 2.5 sqmm thick copper cable for light & fan fittings , 6 amps switch & socket , 4 mm thick cable for main electric supply with MCB. . Electric Fittings : - LED tube light , Door light , Cabin Fan , AC point , power points , switches & socket s ( ISI Mark ) Outside Painting : - Phosphate the cabin externally and painting with coat of primer & Two coat of corrosion free paint. Hooks : - Specially formed 10' x 4 ' 16 mm thick MS hooks for easy lifting & shifting.
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
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
Total impact of GST for the purpose of CTC
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