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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹7.3 LAccepted-AOC WARD NO 05 HOUSE NO 400 NEW MAJRI COLLIERY POST SHIVAJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442503 | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹7.3 L+₹3,966.98 (0.55%)Rejected-Finance VINAYAK NAGAR HOUSE NO 122 CAMP NEW MAJRI COLLIERY POST SHIVAJINAGAR TEHSIL BHADRAVATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | CHANDRAPUR | MAHARASHTRA | 442503 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹7.4 L+₹16,596.64 (2.28%)Rejected-Finance DAFAI NO 2 NEAR MASJID NEW MAJRI KOLLIERY PO SHIVAJI NAGAR TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | L-3 | Rejected-Finance Due to L-3 bidder. | |
| 4 | L-4₹7.8 L+₹49,608.55 (6.82%)Rejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | L-4 | Rejected-Finance Due to L-4 bidder. | |
| 5 | L-5₹7.9 L+₹62,904.61 (8.65%)Rejected-Finance EKTA NAGAR 50 NEW MAJRI COLLIERY POST SHIVJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS 442 503 | CHANDRAPUR | MAHARASHTRA | 442503 | L-5 | Rejected-Finance Due to L-5 bidder. |
| Sl No | Description | Qty | Unit | Narendra Kumar Singh L4 | Shiladevi Asit Yadav L2 | Md. Aslam Beg L3 | D RAKESH L1 | ABHIJIT THADURI L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolishing R.C.C. work manually/ by mechanical meansincluding stacking of steel bars and disposal of unserviceablematerial within 50 metres lead as per direction of Engineer -in- charge. | 3.2 | Cum | 1,880 ₹6,016 | 1,500 ₹4,800 | 1,780 ₹5,696 | 1,100 ₹3,520 | 700 ₹2,240 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 mand for all lift, as directed by Engineer-in-charge. all kind of soil. | 11.63 | Cum | 88 ₹1,023.44 | 135 ₹1,570.05 | 120 ₹1,395.6 | 70 ₹814.1 Lowest | 120 ₹1,395.6 |
| 3.00 | Supplying and filling in plinth with sand under floors, includingwatering, ramming, consolidating and dressing complete. | 1.6 | Cum | 900 ₹1,440 | 900 ₹1,440 | 1,400 ₹2,240 | 900 ₹1,440 | 800 ₹1,280 Lowest |
| 4.00 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) | 1.6 | Cum | 3,000 ₹4,800 | 2,200 ₹3,520 | 3,500 ₹5,600 | 2,800 ₹4,480 | 2,000 ₹3,200 Lowest |
| 5.00 | Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derivedfrom natural sources) | 8.1 | Cum | 4,180 ₹33,858 | 4,000 ₹32,400 | 4,300 ₹34,830 | 4,100 ₹33,210 | 3,100 ₹25,110 Lowest |
| 6.00 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinthlevel.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 536.45 | Kg | 65 ₹34,868.93 | 69 ₹37,014.71 | 68 ₹36,478.26 | 63 ₹33,796.04 Lowest | 68 ₹36,478.26 |
| 7.00 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived fromnatural sources : 10 graded stone aggregate 40 mmnominal size derived from natural sources) | 4.54 | Cum | 3,100 ₹14,074 | 1,800 ₹8,172 Lowest | 2,700 ₹12,258 | 2,400 ₹10,896 | 2,700 ₹12,258 |
| 8.00 | Structural steel work in single section, fixed with or withoutconnecting plate, including cutting, hoisting, fixing inposition and applying a priming coat of approved steelprimer all complete. | 4,178.73 | Kg | 76 ₹3,17,583.48 | 75 ₹3,13,404.75 | 72 ₹3,00,868.56 | 72 ₹3,00,868.56 | 70 ₹2,92,511.1 Lowest |
| 9.00 | Providing and fixing precoated galvanised iron profilesheets (size, shape and pitch of corrugation as approvedby Engineer-in-Charge) of total coated thickness 0.50mm(base metal of minimum 0.45mm thickness with totalcoating thickness of 0.05mm) with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester topcoat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches duringtransportation and should be supplied in single length upto12 metre or as desired by Engineer-in- charge. The sheetshall be fixed using self drilling /self tapping screws of size(5.5x 55 mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size andshape wherever required. | 410.5 | Sqm | 495 ₹2,03,197.5 | 445 ₹1,82,672.5 Lowest | 470 ₹1,92,935 | 465 ₹1,90,882.5 | 470 ₹1,92,935 |
| 10.00 | Providing and fixing precoated galvanised steel sheetroofing accessories of total coated thickness 0.50mm (basemetal of minimum 0.45mm thickness with total coatingthickness of 0.05mm) with Zinc coating 120 grams per sqmas per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete:Crimp curve | 19.5 | Sqm | 328 ₹6,396 | 300 ₹5,850 | 290 ₹5,655 | 250 ₹4,875 Lowest | 550 ₹10,725 |
Tender Value
₹10.6 L
EMD Value
₹13,300
Closing Date
24 Oct 2025, 5:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Making of profile sheet shed infront of Unit Store and Scrap Yard fencing at NMUG to OC Mine of New Majri Sub Area of Majri Area.
2025_WCL_345440_4
ma9511cive029-25-26/432-121025
Open Tender
Civil Works - Others
Item Rate
60 days
New Majri Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹13,300
6 Dec 2025
13 Oct 2025
25 Oct 2025
13 Oct 2025
24 Oct 2025
14 Oct 2025
13 Oct 2025 - 20 Oct 2025
Amount
Demolishing R.C.C. work manually/ by mechanical meansincluding stacking of steel bars and disposal of unserviceablematerial within 50 metres lead as per direction of Engineer -in- charge.
Earth work in excavation by mechanical means (Hydraulicexcavator)/manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal of excavated earth lead upto 50 mand for all lift, as directed by Engineer-in-charge. all kind of soil.
Supplying and filling in plinth with sand under floors, includingwatering, ramming, consolidating and dressing complete.
Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources)
Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from naturalsources : 4 graded stone aggregate 20 mm nominal size derivedfrom natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinthlevel.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived fromnatural sources : 10 graded stone aggregate 40 mmnominal size derived from natural sources)
Structural steel work in single section, fixed with or withoutconnecting plate, including cutting, hoisting, fixing inposition and applying a priming coat of approved steelprimer all complete.
Providing and fixing precoated galvanised iron profilesheets (size, shape and pitch of corrugation as approvedby Engineer-in-Charge) of total coated thickness 0.50mm(base metal of minimum 0.45mm thickness with totalcoating thickness of 0.05mm) with zinc coating 120 gramsper sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester topcoat 15-18 microns. Sheet should have protective guardfilm of 25 microns minimum to avoid scratches duringtransportation and should be supplied in single length upto12 metre or as desired by Engineer-in- charge. The sheetshall be fixed using self drilling /self tapping screws of size(5.5x 55 mm) with EPDM seal, complete upto any pitch inhorizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size andshape wherever required.
Providing and fixing precoated galvanised steel sheetroofing accessories of total coated thickness 0.50mm (basemetal of minimum 0.45mm thickness with total coatingthickness of 0.05mm) with Zinc coating 120 grams per sqmas per IS: 277, in 240 mpa steel grade, 5-7 microns epoxyprimer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws cmplete:Crimp curve
Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :Two or more coats on new work
Fencing with angle iron post placed at required distanceembedded in cement concrete blocks, every 15th post, lastbut one end post and corner post shall be strutted on bothsides and end post on one side only and provided withhorizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire weighing 9.38 kg per 100m (minimum), between the two posts fitted and fixed withG.I.staples, turn buckles etc. complete. (Cost of posts,struts, earthwork and concrete work to be paid forseparately). Payment to be made per metre cost of totallength of barbed wire used.with GI Barbed wire.
Surface dressing of the ground including removing vegetationand in- equalities not exceeding 15 cm deep and disposal ofrubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per thedirection of Engineer-in-charge. (LABOUR RATE)
Total impact of GST for the purpose of CTC
Shiladevi Asit Yadav (BID ID -1192512)
Md. Aslam Beg (BID ID -1192518)
Narendra Kumar Singh (BID ID -1192657)
ABHIJIT THADURI (BID ID -1192287)
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