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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹10.8 LAccepted-AOC BUILDING NO 594 NEW MAJRI COLLIERY POST SHIVAJI NAGAR TAHSIL BHADRAWATI DISTRICT CHANDRAPUR MAHARASHTRA | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹11.8 L+₹97,649.28 (9.06%)Rejected-Finance 549 KATIWALA TANK INDORE M P 452001 | INDORE | INDORE | MADHYA PRADESH | 452001 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹11.8 L+₹1.0 L (9.29%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MAHARASHTRA | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-3 | Rejected-Finance Due to L-3 bidder. | |
| 4 | L-4₹12.0 L+₹1.2 L (11.4%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-4 | Rejected-Finance Due to L-4 bidder. | |
| 5 | L-5₹12.1 L+₹1.3 L (11.9%)Rejected-Finance AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS | BHADRAWATI | CHANDRAPUR | MAHARASHTRA | 442503 | L-5 | Rejected-Finance Due to L-5 bidder. |
Tender Value
₹15.7 L
EMD Value
₹19,700
Closing Date
29 May 2025, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Making rest shelter for workers at NMUG to OC Mine under New Majri Sub Area of Majri Area.
2025_WCL_335654_1
ma9511-civ-e007-2025-26/93 Dated 17.05.2025
Open Tender
Civil Works - Others
Item Rate
60 days
New Majri Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹19,700
4 Jul 2025
17 May 2025
30 May 2025
19 May 2025
29 May 2025
19 May 2025
19 May 2025 - 26 May 2025
Amount
CIVIL WORKS
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, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
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 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, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
Reinforced cement concrete work in beams, suspended foors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 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.Thermo-Mechanically Treated bars of grade Fe-500D or more.
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form forColumns, Pillars, Piers, Abutments, Posts and Struts
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With Modular bricks
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all completeNew work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 pram/litre
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Double charge vitrified tile polished finish of sizeSize of Tile 600 x 600 mm
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 flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
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.
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 cratches 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 : Crimp curve
Providingandfixinginposition.(asperI.S.1868/1982)Aluminiumslidingwindowoftwotrackswithrectangularpipehavingoveralldimension?63.50x38.10x1.02mmatweight0.547Kilogram/Runningmetre.andwindowframebottomtracksection61.85x31.75x1.20mmatweight0.695Kilogram/Runningmetre.Topandsidetracksection61.85x31.75x1.30mmatweight0.659Kilogram/Runningmetre.Theshuttershouldbeofbearingbottom40x18x1.25mmatweight0.417Kilogram/Runningmetre.Interlockingsection40x18x1.10mmatweight0.469Kilogram/Runningmetre.Andhandlesection40x18x1.25mmatweight0.417Kilogram/Runningmetre.andtopsection40x18x1.25mmatweight0.417Kilogram/Runningmetre.AsperdetaileddrawingsandasdirectedbyEngineerinchargewithallnecessaryAluminiumsectionsfixturesandfasteningssuchasrollerbearinginnyloncastingandselflockingcatchfittedinverticalsectionofshutterincluding5mmthickplainglass with all required screws and nuts etc, complete. With powder coating without box
Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
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.
Labour rate for 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.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
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
Carriage of earth loading and unloading are including as per direction engg-in-charge lead upt 1 km
Providng and fixing false celling at height polyvinyl chorede (PVC) stronge, factgory manufactured, light weight plastic material, PVC celing planels in various shapes, desgins colours and lenght with hollow core, shiny, smooth exterior, high durability, water proof, detachable, termite-proof and fire-retardent colour coated invrious clours, thickness of 7 mm-9m size 1 ftx10ft and 1 ftx12ft to be laid in true horizontal level suspended with G.I. channel of 40x25mm , gypsum scrwe prond, L patti PVC, angle complete with labour cost, trasportation all inlcuding as per Engg-in-charge.
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the ontractor/supplier2mm aluminum sheet Class B.
Writting of name/slogen over structure up to and of above 3 mtr. Height above GL in various colours as per insturctionof Engg-n-chargw. Inlcuding th ecost of scaffoding etc. Complete.
Providing and fixing of factory made uPVC Sliding window & door (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.3mm (+-0.2 mm), duly reinforced with G.I. erection 1.5 mm, wherever required. uPVC window & door profile shall be made in India & shall conform to BS EN 12608 and other standards as mentioned below: S.No. Name of the test Test Method Specified Parameter 1 Tensile Impact Strength ISO 8256 - more than 700Kj/m2 2 Vicat Softening Temperature EN ISO – 306 Shall not be < 750C 3 Charpy Impact Strength EN ISO – 179-2 Shall not be < 20KJ/m2 4 Flexural Modulus Elasticity EN ISO – 178 Shall not be < 2200 N/mm2 5 Mean Breaking Stress for welded corner (a) For the tensile bending test EN – 514 Shall not be < 25 N/mm2 (b) For the compression bending test Shall not be < 30N/mm2 6 Heat Reversion Test IS:4985-2000 Shall not be > 2.0 % 7 Surface Spread of flame BS : 476 - Part 7 classification 1 8 Ignitability Evaluation BS : 476 - Part 5 'P' Not easily ignitable 9 Tensile modulus ASTM D 638 Shall not be < 35 MPa 10 Shear Modulus ASTM D 732 Shall not be < 220 MPa 11 Tensile Strength EN ISO 527 Shall not be < 30 MPa All corners of frame and sash will be fusion welded. After placing 5 mm Float Annealed glass in the sash, uPVC glazing bead, interlock, EPDM / TPE gasket, brush shall be provided including touch lock and rollers & proper drainage system shall be provided. Window / Door will be fixed to the wall with 100mm long and 8mm dia. Fasteners and complete in all respect as per direction of Engineer-In-Charge. uPVC Window and Door Profiles are warranted for a period of ten (10) years against non-uniform discoloration, wrapping and rotting under general use.2 Track 2 / 4 Sash (Big Series) door frame of size 67 x 54 mm & Sash of size 85 x 47 mm.
ELECTRICAL WORKS
Supplying and erecting regular/standard model ceiling fan of 900/1050 mm. Swwp complwte erected in postion as per specification no. FG-FN/CF.
supplying and erecting inverter LED batten 10 w tube light fitting with polycarbonate houseing, heat sink, integrated HF electronic driver, min. 2600 m Ah Lithium ion battery with charging time of 8-10 hours and bakcup time of min. 3 hrs. With minimum 25 % of initial watts having luminous efficacy of 100 lumen/watt, CRI>80, CCT of 6500 k and THD <20% having useful life of minimum 25000 hrs. with overheating protection with 2 yars warranty.
Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete.
Supplying and erecting modular type switch 16A duly erected on provided plate and box with wiring connections complete.
Point wiring for ceiling fan in 20 mm FRLS grade HMS PVC conduit with 1.5 sq.mm (2+1E) FRLSH grade copper wire, modular type switch, earthing and required accessories as per specification No: WG-PW/SW
Supplying, fixing and commissioning 2 pole RCBO 63A, with overcurrent, rated short-circuit breaking capacity (10 kA) and earth leakage protection, with 30/100/300 mA sensitivity and short circuit and earth leakage trip indication as per specification no SW-RCCB/RCBO
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. Cover complete with all materials, testing & recording the results as per specification no. EA-EP
Philips compact 2ft 20 watt LED T-Beamer srellar bright B22 LED bulb for home
Supplying and erecting Ceiling rose / Batten holder / Slanting holder / hanging cord switch / hanging bell push / pendant holder bakelite base 6A. erected on filled polypropylene board or polished double wooden block/ PVC junction box.
Supplying and erecting mains with 3x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW
Supplying and erecting HMS PVC conduit FRLS grade 25 mm dia. With PVC accessories on wall /ceiling as per specification No: WG-MA/CON.
Supplying and erecting modular type 3 pin 6A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.
Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.
Supplying & erecting four pole ON LOAD change over switch, 415V, 100A, open execution having staggered termination, phase barrier, shroud termination and terminal cover along with auxiliary contacts and ready to upgrade with fuse protection kit, rotary handle, perational current category AC23A complying to IS/IEC 60947-3 Part-1/3.
Total impact of GST for the purpose of CTC
SINGH CONSTRUCTION (BID ID -1156679)
Md. Aslam Beg (BID ID -1156681)
RAJESH KUMAR SINGH (BID ID -1156648)
SURYANATH YADAV (BID ID -1156683)
Shiladevi Asit Yadav (BID ID -1156682)
techsummary_347949.pdf
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finsummary_347949.pdf
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AOC-1567.pdf
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BOQ Comparative Chart
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