South Eastern Coalfields Limited Tender
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South Eastern Coalfields Limited - SECL Tender
Eprocure
Opening Date18 Mar 2020
Closing Date6 Apr 2020
Tender Amount₹ 11,95,871 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 19,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SECL_168604_1Bid Award Id
ViewTender No
SECL/GM/CWS/KB/SO(C)/ eTender/2019-20/31Tender Authority
South Eastern Coalfields Limited ViewPurchaser Address
-Website
http://http://www.secl-cil.in/
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Documents
BOQ Items
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12 mm cement plaster: 1:6 (1 cement : 6 fine sand)
390
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175.36
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12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
145
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227.85
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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.
292
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24.38
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Brick work with fly ash bricks in foundation & plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
8.28
-
3673.67
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Half brick masonary in superstructure with fly ash bricks upto floor 5 level CM 1:4
44
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516.35
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Brick work with fly ash class designation 35 in super structure above plinth level upto floor V level in all shapes and sizes in Cement Mortar 1:6 ( 1 Cement : 6 Coarse sand)
5.15
-
4118.59
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Carriage by Mechanical Transport including loading, Unloading and stacking..lead upto 02 KM
30.5
-
129.91
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Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete.
3
-
459.29
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Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick
300
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43.48
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White washing with lime to give an even shade : Old work (two or more coats)
390
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14.34
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
3.5
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1078.49
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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 kinds of soil.
8.1
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194.68
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
5180
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104.85
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
284
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106.74
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Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead : Of area 3 sq. metres and below
68
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83.54
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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below
20
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140.13
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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 : 6 graded stone aggregate 20 mm nominal size)
4.8
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4031.35
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30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,
complete as per manufacturer's specification and direction of
Engineer-in-charge.
20
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1998.84
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Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete. 100x58x1.90 mm
68
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25.62
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Welding by gas or electric plant including transportation of plant at site etc. complete.
1700
-
6.37
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Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
34
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57.43
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Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 150x10 mm
34
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70.95
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Repairing of door/ steel gate shutter with necessary materials as when basis & as per instruction of engineer incharge.
75
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138.83
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Total impact of GST for the purpose of CTC
1
-
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