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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹9.0 LAccepted-AOC AT KUCHANA POST KUCHANA TAH BHADRAWATI DISTRICT CHANDRAPUR MS 442503 | CHANDRAPUR | MAHARASHTRA | 442503 | L-1 | Accepted-AOC Work awarded | |
| 2 | L-2₹9.4 L+₹41,750.57 (4.64%)Rejected-Finance MAJRI VASTI WARD NO 6 HOUSE NO 5 POST SHIVAJINAGAR TEHSIL BHADRAWATI DISTRICT CHANDRAPUR MS | CHANDRAPUR | MAHARASHTRA | 442503 | L-2 | Rejected-Finance Due to L-2 bidder. | |
| 3 | L-3₹9.5 L+₹49,602.95 (5.52%)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. |
Tender Value
₹13.2 L
EMD Value
₹16,600
Closing Date
2 May 2025, 12:00 pmClosed
Staff Officer (Civil), WCL, Majri Area.
At/Post Kuchana, Tahsil Bhadrawati, District Chandrapur (MS) 442503.
Shifting of existing tyre wash system and rain gun from lima shovel chowk post to chargaon siding weigh bridge due to RUB of NMUG to OC Mine under New Majri Sub Area of Majri Area.
2025_WCL_334347_1
ma9511-civ-e002-2025-26/53 Dated 20.04.2025
Open Tender
Civil Works - Others
Item Rate
90 days
New Majri Sub Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹16,600
15 Jun 2025
21 Apr 2025
3 May 2025
22 Apr 2025
2 May 2025
22 Apr 2025
22 Apr 2025 - 29 Apr 2025
Amount
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.
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 :1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
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
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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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
Brick work with non modular fly ash bricks conf to IS 12894 class designation 7.5 compress ive strengh in founation and plinth in cement mortar 1:6 (1 cement : 6coarse sand)
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand
Centering and shuttering including strutting, propping etc. And removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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.
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square inshape having area less than 0.9 One Square Meterr made out of 2 mm aluminum sheetbonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismaticgrade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective 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 frame25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mtlong firmly fixed to the ground by means of properly designed foundation with M25 gradecement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coat of epoxy primer and twocoats of epoxy finish paints having alternate black and white bands of 25 cm widthincluding GI fixures and transportation etc.complete.The nut bolts of board with angle ironpost/supporting structure after fixing at site has to be electrically welded. Class B ( TypeIV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years writtenwarranty from the manufacturer and authorised distributor/convertor issued for fieldperformance including the screen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier.2mm aluminum sheet Class B
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
Supplying and erecting D. O. L. Starter suitable for 250V. single phase, 50 cycles with overload element with necessary materials and connected to supply upto 3 H.P.
Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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.
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.
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)
Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
Deployment of excavator machine ( JCB OR equivalent) including cost of operator diesel, mobil etc.for levelling /road side excavation and stcking within a lead of 50 mtr.etc. all complete job as per instrcution of Engineer-in-charge.
Welding by gas or electric plant including transportation of plant at site etc. complete.
Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :Above 40 mm nominal bore
Labour Rate for Providing and fixing G.I. pipes complete with G.I. Fittings including trenching and refilling etc. External work 100 mm.
Providing and fixing G.I. pipes complete with G.I. Fittings including trenching and refilling etc. External work32 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore.
Making connection of G.I. distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. Complete50 to 80 mm nominal bore
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)
Centering and shuttering including strutting, propping etc. And removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
Supplying and erecting testing and commissioning of minimun 3 and above star rated Centrifugal water pump (Monoblock), 415 V, three phase 50 cycles A.C. supply of 3.75 KW/5 HP with discharge 420/120 Litres per second (LPS) for head of18/51 m and 65 mm suction/ 50 mm delivery pipe on provided C.C. foundation as per specification no. WP-CGP
Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
Providing and fixing rain gun 50 mtr throw pressure 7.5 bar shrub type body as per size of engg-in-charge.
Total impact of GST for the purpose of CTC
Mangesh Bramhadev Mandhare (BID ID -1151475)
Md. Aslam Beg (BID ID -1151397)
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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