National Centre For Earth Science Studies Tender
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National Centre For Earth Science Studies - NCESS Tender
Civil And Construction
Eprocure
Opening Date1 Apr 2021
Closing Date26 Apr 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
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Description
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Contact
Tender Id
2021_NCESS_625178_1Bid Award Id
ViewTender No
EAM-MIS030d/6/2021-NCESSTender Authority
National Centre For Earth Science Studies ViewPurchaser Address
-Website
http://https://www.ncess.gov.in/
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Documents
BOQ Items
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :cement mortar 1:6 foundation, basement, top wall at east side
32.45
-
6120.8
... More
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 lift upto 1.5 m.
52.5
-
219.65
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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 "1cement:3coarse sand zone III: 6graded stone aggregate 40mm nominal mix
3.33
-
8025
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :cement mortar 1:6 1cement 6 coarse sand , east and west wall and north wall
15.99
-
6157.45
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Plastering 1:4 east and west wall and north wall
157
-
266.85
... More
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
105
-
859.35
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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 lift upto 1.5 m, as directed by Engineer-in-charge.
25
-
181.85
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction nominal concrete 1:3:6 or Richer mix(i/c equivalent design mix)
2.59
-
1737.45
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Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:channels ISJC 100x45: 5.1mm flange thick @7.41kg/m
37.05
-
4.15
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Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction channels ISJC 100x45 5.1mm flange thick @7.41kg/m , truss ISA 60x60x6 @5.4kg/m MS flat 50mmx6mm @2.4kg/m
773.7
-
2.75
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Structural steel work riveted , bolted or welded in built up sections, trussses and framed work including cuttong, hoisting,fixing in position7 applying a priming coat of approvedsteel primer complete truss ISA 60x60x6mm angles 5.4kg/m (2x8x5.4=86.4) MS flat 50mm6mm@2.4kg/m(1x10x2.4=24) MS plate 300mmx300mmx10mm @7.85kg/m3 (70.65) Channels ISJC 100x45 5.1mm flange thick @7.41kg/m (185.25) Steel beam ISLB 350 49.5kg/m ISMB 150x80 14.90 kg/m 25mmx25mm 1.43mm thick square tube frame for chain link fencing
1503.9
-
101.75
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Labour charges for refixing and re fabrication of existing dismantled steel sections as per the existing site conditions Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete as directed
811
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26.25
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Random rubble masonry with hard stone in super structureabove plinth leveland up to floorfive levelincluding concreting up with cement concrete 1:6:12 ( 1 cement:6 coarse sand:12 graded aggregate 20 mm nominal size at window sills .ceiling level &like cement mortar 1:6
22.5
-
7489.95
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : ( For fixing of I section ) 1:1 1/2: 3 1cement : 1 1/2 coarse sand (zone lll) : 3 graded stone aggregate 20mm nominal size
1.13
-
8976.45
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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 MS angles 40x40x6mm for diagonal braces
6
-
4428.15
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Supplying and fixing PVC coated welded mesh chain link fencing mesh of 10 gauge (3.2 mm) thick of mesh opening 25 mmX25 mm including all fittings, conveyance, labour and material charges for fixing etc complete as directed MS frame work to be paid separately
76
-
250
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Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : two or more coats applied on wallls @1.25L/10m2 over and including one coat of special primer applied @0.75L /10m2
246
-
142.2
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Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
250
-
125.8
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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.
160
-
627.55
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CI 35.59%
0.36
-
1030411
... More
Contingencies 5%
0.05
-
1416141.83
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