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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 | L1₹24.1 LAccepted-AOC ASHIRWAD COLONY CHANDANGAN DISTT CHHINDWARA M P | CHANDANGAN | CHHINDWARA | MADHYA PRADESH | L1 | Accepted-AOC Bidder is L1 and has quoted lowest item rates overall | |
| 2 | L2₹25.0 L+₹88,736.85 (3.68%)Rejected-Finance AT LAMTIBAHAL PS BRAJRAJNAGAR DIST JHARSUGUDA ODISHA | BRAJRAJNAGAR | JHARSUGUDA | ODISHA | 768230 | L2 | Rejected-Finance Bidder is Quoted Higher Rate | |
| 3 | L3₹31.2 L+₹7.2 L (29.7%)Rejected-Finance EKLEHARA COLONY PO EKLEHARA DISTT CHHINDWARA M P | L3 | Rejected-Finance Bidder is Quoted Higher Rate |
Tender Value
₹39.4 L
EMD Value
₹49,300
Closing Date
26 Dec 2024, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Staff Officer (Civil), Pench Area
Staff Officer (Civil), AGM Office, Pench Area, P.O. Parasia, Dist. Chhindwara (M.P.) 480441
Strengthening and Maintenance of bunker and supporting structures at Mine, under Nehariya Sub-Area.
2024_WCL_323475_1
pe3350-civ-s-e049-2024-25
Open Tender
Civil Works - Others
Item Rate
180 days
NEHARIYA SUB AREA
As Per NIT
3 documents required · 3 mandatory
₹49,300
4 Feb 2025
16 Dec 2024
27 Dec 2024
16 Dec 2024
26 Dec 2024
16 Dec 2024
16 Dec 2024 - 23 Dec 2024
Amount
Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 75mm thick in Grade M 25 with cement content not less than 330 kg per cum.
Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument. 50mm thick in Grade M 25 with cement content not less than 330 kg per cum.
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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil.
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work.
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).
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead 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 : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts.
Welding of Structural members like Angles, plates, channels etc at CHP/ Bunker by portable welding machine, welding rods, welders etc all complete job as per instructions of engineer incharge.
Total impact of GST for the purpose of CTC
SANJAY SINGH (BID ID -1111811)
M/S KGN CONSTRUCTION (BID ID -1111802)
techsummary_335304.pdf
PDF • 0.02 MB
finsummary_335304.pdf
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AwardletterPraveenRautC2685.pdf
PDF • 2.11 MB
BOQ Comparative Chart
xlsx • 0.01 MB
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