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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.4 LAccepted-AOC DAFAI NO 2 NEAR MASJID NEW MAJRI KOLLIERY PO SHIVAJI NAGAR TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹9.8 L+₹34,343.58 (3.65%)Rejected-Finance EKTA NAGAR 50 NEW MAJRI COLLIERY POST SHIVJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS 442 503 | CHANDRAPUR | MAHARASHTRA | 442503 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹9.9 L+₹52,083.32 (5.54%)Rejected-Finance CAMP NEW MAJRI COLLIERY PO SHIVNINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-3 | Rejected-Finance Due to L-3 bidder. | |
| 4 | L-4₹10.1 L+₹65,811.73 (7.00%)Rejected-Finance AT SAMALEI VIHAR PANCHGACHHIA PO BARAIPAH | L-4 | Rejected-Finance Due to L-4 bidder. |
| Sl No | Description | Qty | Unit | AJIT KUMAR YADAV L3 | Narendra Kumar Singh L4 | ABHIJIT THADURI L2 | Md. Aslam Beg L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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 byEngineer-in-charge.All kinds of soil | 43.23 | Cum | 80 ₹3,458.4 Lowest | 90 ₹3,890.7 | 120 ₹5,187.6 | 120 ₹5,187.6 |
| 2.00 | Supplying, filling, spreading & leveling stone boulders of sizerange 5 cm to 20 cm, in recharge pit, in the requiredthickness, for all leads & lifts, all complete as per direction ofEngineer-in-charge. | 4.63 | Cum | 950 ₹4,398.5 | 790 ₹3,657.7 Lowest | 1,300 ₹6,019 | 800 ₹3,704 |
| 3.00 | 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 nominal size derived from natural sources) | 7.37 | Cum | 2,800 ₹20,636 Lowest | 3,200 ₹23,584 | 3,000 ₹22,110 | 2,800 ₹20,636 Lowest |
| 4.00 | 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) | 6.51 | Cum | 4,300 ₹27,993 | 4,350 ₹28,318.5 | 3,500 ₹22,785 Lowest | 3,500 ₹22,785 Lowest |
| 5.00 | Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fllets, columns, pillars, piers, abutments, posts and strutsetc. above plinth level up to floor five level, excluding cost ofcentering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derivedfrom natural sources) | 5.77 | Cum | 4,800 ₹27,696 Lowest | 4,950 ₹28,561.5 | 4,900 ₹28,273 | 5,200 ₹30,004 |
| 6.00 | Reinforced cement concrete work in beams, suspended foors, roofshaving slope up to 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesabove plinth level up to floor five level, excluding the cost ofcentering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand(zone-III) derived from natural sources: 3graded stone aggregate 20 mm nominal size derived from naturalsources). | 1.36 | Cum | 5,000 ₹6,800 | 4,950 ₹6,732 | 4,000 ₹5,440 Lowest | 4,500 ₹6,120 |
| 7.00 | 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. | 1,364.03 | Kg | 67 ₹91,390.01 | 69 ₹94,118.07 | 65 ₹88,661.95 Lowest | 70 ₹95,482.1 |
| 8.00 | Centering and shuttering including strutting, propping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete. | 4.28 | Sqm | 190 ₹813.2 | 180 ₹770.4 | 150 ₹642 Lowest | 150 ₹642 Lowest |
| 9.00 | Centering and shuttering including strutting, propping etc. andremoval of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc. | 64.5 | Sqm | 190 ₹12,255 | 280 ₹18,060 | 250 ₹16,125 | 100 ₹6,450 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 7.64 | Sqm | 190 ₹1,451.6 | 280 ₹2,139.2 | 180 ₹1,375.2 Lowest | 290 ₹2,215.6 |
Tender Value
₹13.9 L
EMD Value
₹17,500
Closing Date
24 Oct 2025, 5:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Making RCC water storage tank 20 KL capacity and pump shed at washing plant with washroom provision at PC Section and Dozer Section of NMUG to OC Mine of New Majri Sub Area of Majri Area.
2025_WCL_345440_2
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
₹17,500
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
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 byEngineer-in-charge.All kinds of soil
Supplying, filling, spreading & leveling stone boulders of sizerange 5 cm to 20 cm, in recharge pit, in the requiredthickness, for all leads & lifts, all complete as per direction ofEngineer-in-charge.
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 nominal size 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)
Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fllets, columns, pillars, piers, abutments, posts and strutsetc. above plinth level up to floor five level, excluding cost ofcentering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derivedfrom natural sources)
Reinforced cement concrete work in beams, suspended foors, roofshaving slope up to 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair casesabove plinth level up to floor five level, excluding the cost ofcentering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement : 1.5 coarse sand(zone-III) derived from natural sources: 3graded stone aggregate 20 mm nominal size derived from naturalsources).
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.
Centering and shuttering including strutting, propping etc. andremoval of form for Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. andremoval of form for Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
Centering and shuttering including strutting, propping etc. andremoval of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. andremoval of form for Suspended floors, roofs, landings, balconies and access platform
Brick work with common burnt clay machine mouldedperforated bricks of class designation 12.5 conforming to IS:2222 in superstructure above plinth level up to floor fivelevel in cement mortar 1:6 (1 cement : 6 coarse sand) :With Modular bricks
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finishedwith a floating coat of neat cement and thick coat of Limewash on top of walls when dry for bearing of R.C.C. slabsand beams.
Crazy ceramic tile flooring, with under layer 12 mm thickcement mortar 1:4 (1 cement: 4 coarse sand), with jointsnot exceeding 5 mm, including filling the gaps withordinary cement mixture & mixing with syntheticpolyester fibre, triangular in shape having specific gravityof 1.34 to 1.40, cross section size ranging from 10 to 40micron & length upto 6 mm , mixing fibre @ 125 gramsper 50 kg of cement in cement mortar, including providingand mixing water proofing material in mortar @ 1 kg per50 kg of cement, all complete as per direction of Engineerin-charge.
Making plinth protection 50mm thick of cement concrete1:3:6 (1 cement : 3 coarse sand (zone-III) derived fromnatural sources : 6 graded stone aggregate 20 mm nominalsize derived from natural sources) over 75mm thick bed ofdry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, includingnecessary excavation, levelling & dressing & finishing thetop smooth.
Finishing with Deluxe Multi surface paint system forinteriors and exteriors using Primer as per manufacturersspecifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm overand including one coat of Special primer applied @ 0.75 ltr/10 sqm
Providing and laying 60mm thick factory made cementconcrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machinewith vibratory compaction laid in required pattern andincluding over 50mm thick compacted bed of coarse sand,filling the joints with fine sand etc. all complete as per thedirection of Engineer-in-charge.
Dismantling roofing including ridges, hips, valleys and guttersetc., and stacking the material within 50 metres lead of:G.S. Sheet
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 zinccoating 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 andshould 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, excludingthe cost ofpurlins, rafters and trusses and including cutting to size andshape wherever required.
Painting on G.S. sheet with synthetic enamel paint ofapproved brand and manufacture of required colour to givean even shade :Old work (one or more coats)
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:Ridges plain (500 - 600mm)
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.
Dismantling steel work manually/ by mechanical means inbuilt up sections without dismembering and stacking within50 metres lead as per direction of Engineer-in-charge.
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (labour rate)
Providing and fixing G.I. pipes complete with G.I. fittingsincluding trenching and refilling etc. External work80 mm dia nominal bore
Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make andmanufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVCsheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottomand lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & railswith 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesiveetc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick plain PVC door shutters
Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
Providing and fixing water closet squatting pan (Indiantype W.C.pan ) with 100 mm sand cast Iron P or S trap, 10litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlle ddevice (handle lever) conforming to IS : 7231, with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supplyincluding all CPVC plain & brass threaded fittings Thisincludes jointing of pipes & fittings with one step CPVCsolvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in Charge. Externalwork 15 mm nominal dia Pipes
PROVIDING AND FIXING TWO WAY PTMT BIB COCK AS PER DIRECTION ENG-IN-CHRAGE.
Providing and fixing C.P. brass long body bib cock ofapproved quality conforming to IS standards and weighingnot less than 690 gms15 mm nominal bore
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexibletube upto 1 metre long with S.S. triangular plate toEureopean type W.C. of quality and make as approved byEngineer - in - charge.
Providing and placing on terrace (at all floor levels)polyethylene water storage tank, IS : 12701 marked, withcover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes butwithout fittings and the base support for tank.
Providing and fixing on wall face unplasticised Rigid PVCrain water pipes conforming to IS : 13592 Type A, includingjointing with seal ring conforming to IS : 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter 4KG/SQM
Constructing soak pit 1.20x1.20x1.70 m filled withbrickbats including S.W. drain pipe 100 mm diameter and1.20 m long complete as per standard design.
Providing and fixing hume pipe septic tank 900mm diameter with vent pipe and cap including necessary (including excavation and laying).
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchensink as per IS:13983 with C.I. brackets and stainless steelplug 40 mm,including painting of fittings and brackets,cutting and making good the walls wherever required :Kitchen sink without drain board610x460 mm bowl depth 200 mm
Providing and applying of swellable type water stop tape,19mm x 25mm thick in Iinear meter (expansive nature) forconstruction joints treatment of RCC structure such as raftslab, retaining walls, water storage tank and at the junctionsof raft slab with the retaining walls etc.. After cleaningthe surface, one coat of required primer for swellablewater stop tape shall be applied throughout the length ofthe joint @3.78 litre per 240 running meter. Over the primedsurface swellable type water stop tape shall be placedThework shall be carried out all complete as per specificationand the direction of the Engineer-In-Charge. The productperformance shall carry guarantee for 10 years against any leakage,
Total impact of GST for the purpose of CTC
ABHIJIT THADURI (BID ID -1192283)
AJIT KUMAR YADAV (BID ID -1192271)
Narendra Kumar Singh (BID ID -1192650)
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