Bharat Coking Coal Limited Tender
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Bharat Coking Coal Limited - BCCL Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Aug 2024
Closing Date17 Aug 2024
Tender Amount₹ 3,26,508
Costs
EMD
₹ 4,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_BCCL_314276_1Bid Award Id
ViewTender No
BCCL/XII/ACE/e-Tender-43 /2024-25/537Tender Authority
Bharat Coking Coal Limited ViewPurchaser Address
-Website
http://http://www.bcclweb.in/
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Documents
Renovation of Boundary Wall and Repairing of old Company type Qtr at Lal Bazar Nichu Dhowra Respectively
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
0.3
1510
5120.95
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).
3.3
21517
6520.45
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
264
19971
75.65
Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete
9.45
2343
247.95
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
8
3920
490.1
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
14.18
9057
639
Half B/W with F/A Bricks in cm F&P
13.54
8117
599.53
Half B/W with F/A Bricks in cm S/S
8.55
6080
711.21
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)
0.33
480
1457.35
P/L 25 mm th C/C 1:2:4 flooring
26.5
6707
253.13
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
82.6
18337
222
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
2
480
240.4
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.
85.85
7571
88.2
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
7
5705
815.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
5.25
543
103.6
Colour washing on new surface
82.6
2065
25.01
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
5
1202
240.4
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-chargeExtruded section profile size 48x40 mm
4.35
840
193.15
Providing and fixing to existing door frames. 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ 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 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 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. (For W.C. and bathroom door shutter).
1.27
1946
1532.6
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.
211.44
18649
88.2
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
12.9
1336
103.6
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
17.1
1167
68.3
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.
40
1314
32.85
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
40
8880
222
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)
0.66
961
1457.35
P/L 25 mm thick C/Comcrete 1:2:4 flooring
54.08
13689
253.13
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
220
2651
12.05
White washing with lime to give an even shade :Old work (two or more coats)
150
2205
14.7
Colour washing on old surface
70
1750
25.01
12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
6
1729
288.25
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
1.98
2440
1232.8
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.
12.38
2651
214.15
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
1.24
6349
5120.95
B/W with F/A Bricks in cm 1:6 in F&Ps
8.99
42716
4751.56
Half B/W with F/A Bricks in cm 1:6 in F&Ps
22.93
13747
599.53
Half B/W with F/A Bricks in cm 1:6 in S/S
11.46
8150
711.21
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
78.06
17329
222
Colour washing on new work
78.06
1952
25.01
Total impact of GST for the purpose of CTC
1
-
-
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