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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₹5.6 LAccepted-AOC 7 PURANA GRAM SOUTH T T NAGAR KOTERA SULTANAABAD T T NAGAR BHOPAL TAHSIL BHOPAL DISTRICT BHOPAL M P | BHOPAL | BHOPAL | MADHYA PRADESH | L-1 | Accepted-AOC Successful Bidder | |
| 2 | L-2₹6.4 L+₹83,351.72 (14.9%)Rejected-Finance BARKUHI POST CHANDAMETTA DISTT CHHINDWARA MP | BARKUHI | CHHINDWARA | MADHYA PRADESH | 480447 | L-2 | Rejected-Finance Unsuccessful Bidder | |
| 3 | L-3₹6.6 L+₹96,394.97 (17.2%)Rejected-Finance MASJID KE PAAS WARD NO 17 MOHAN COLLIERY AMBADA POST AMBADA DISTRICT CHHINDWARA M P | AMBADA | CHHINDWARA | MADHYA PRADESH | 480449 | L-3 | Rejected-Finance Unsuccessful Bidder | |
| 4 | L-4₹6.6 L+₹1.0 L (18.1%)Rejected-Finance CHHINDWARA MADHYA PRADESH | CHHINDWARA | CHHINDWARA | MADHYA PRADESH | 480553 | L-4 | Rejected-Finance Unsuccessful Bidder | |
| 5 | L-5₹7.6 L+₹2.0 L (36.6%)Rejected-Finance NEAR GIRLS SCHOOL PO PARASIA DIST CHHINDWARA M P | PARASIA | CHHINDWARA | MADHYA PRADESH | L-5 | Rejected-Finance Unsuccessful Bidder |
Tender Value
₹10.8 L
EMD Value
₹13,600
Closing Date
27 Mar 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer (Civil) KA
Office of the Area General Manager, Dungariya, Kanhan Area
Repair and Maintenance of Ground Water Sump and other Miscellaneous work at Ambara Filter plant under Ambara Sub Area
2025_WCL_332431_1
ka3450-civ-s-e035 of 2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
Ambara Filter plant
----N.A.----
3 documents required · 3 mandatory
₹13,600
Yes
20 May 2025
13 Mar 2025
28 Mar 2025
14 Mar 2025
27 Mar 2025
14 Mar 2025
14 Mar 2025 - 21 Mar 2025
Amount
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand).
Brick work with clay fly ash F.P.S. (non modular) brick of class designation 3.5 in superstructure above plinth level up to floor one level in: Cement mortar 1:6 (1 cement : 6 coarse sand).
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Neat cement punning
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm
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 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.
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:Ridges plain (500 - 600mm)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work .
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade Rubber moulded made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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.
Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts,struts, earthwork and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
White washing with lime to give an even shade :Old work (two or more coats)
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 : 4 graded stone aggregate 20 mm nominal size)
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)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing 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.Cold twisted bars
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Total impact of GST for the purpose of CTC
GUL MOHAMMAD (BID ID -1145205)
akbar ali contractor (BID ID -1144836)
MOHAMMAD IMRAN SIDDIQUE (BID ID -1145139)
PANKAJ CONSTRUCTION (BID ID -1145215)
V T MINING CORPORATION (BID ID -1145102)
R K ENTERPRISES (BID ID -1142003)
techsummary_344641.pdf
PDF • 0.19 MB
finsummary_344641.pdf
PDF • 3.78 MB
AL-e-035-1-24-25.PDF
PDF • 3.78 MB
finance_344641.pdf
PDF • 0.19 MB
BOQ Comparative Chart
xlsx • 0.01 MB
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