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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.3 LAdmitted-Fee/PreQual/Technical/Finance CAMP NEW MAJRI COLLIERY PO SHIVNINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹7.5 L+₹19,688.89 (2.71%)Admitted-Fee/PreQual/Technical/Finance QUARTER NO B 2 BEHIND FILTER PLANT CAMP NEW MAJRI COLLIERY POST SHIVAJINAGAR TAHSIL BHADRAVATI DISTRICT CHANDRAPUR MS | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442503 | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹7.6 L+₹30,367.61 (4.18%)Admitted-Fee/PreQual/Technical/Finance 33 NEAR KENHI SUBSTATION NEW MAJRI COLONY POST SHIVAJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹7.6 L+₹33,927.18 (4.67%)Admitted-Fee/PreQual/Technical/Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹7.7 L+₹43,938.48 (6.05%)Admitted-Fee/PreQual/Technical/Finance EKTA NAGAR 50 NEW MAJRI COLLIERY POST SHIVJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS 442 503 | CHANDRAPUR | MAHARASHTRA | 442503 | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹11.1 L
EMD Value
₹14,000
Closing Date
25 Sept 2026, 5:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Heightening of 3 Nos. existing maintenance shed of P.C. Section at NMUG to OC Mine under New Majri Sub Area of Majri Area.
2026_WCL_365419_3
ma9511cive01526-27/296 Dated 12092026
Open Tender
Civil Works - Others
Percentage
60 days
New Majri Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹14,000
26 Sept 2026
14 Sept 2026
26 Sept 2026
14 Sept 2026
25 Sept 2026
15 Sept 2026
14 Sept 2026 - 21 Sept 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 |
|---|---|---|---|---|---|
| 1 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet | 165 | Sqm | 127.65 | ₹21,062.25 |
| 2 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | 1,379 | Kg | 4.35 | ₹5,998.65 |
| 3 | 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. | 332 | Kg | 118.95 | ₹39,491.4 |
| 4 | 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.( Labour rate ) | 1,379 | Kg | 38.82 | ₹53,532.78 |
| 5 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (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. 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 | 292 | Sqm | 591.9 | ₹1,72,834.8 |
| 6 | 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 | 21 | Cum | 200.85 | ₹4,217.85 |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 40 | Cum | 2,191.15 | ₹87,646 |
| 8 | 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 nomina size derived from natural sources) | 21 | Cum | 6,937.65 | ₹1,45,690.65 |
| 9 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 28 | Cum | 6,468.25 | ₹1,81,111 |
| 10 | 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 | 21 | Cum | 153.4 | ₹3,221.4 |
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