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Construction Of One Room And Gi Shed Near Time Office Of Mine No.02 Under Orient Sub Area, Orient Area , orient-Odisha

Mahanadi Coalfields Limited has published Construction Of One Room And Gi Shed Near Time Office Of Mine No.02 Under Orient Sub Area, Orient Area . Submission Date for this Tender is 31-01-2022. Building Work Tenders in orient Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

30761653
Construction Of One Room And Gi Shed Near Time Office Of Mine No.02 Under Orient Sub Area, Orient Area
Open Tender
Indian
Odisha
orient
31-01-2022

Tender Details

Construction Of One Room And Gi Shed Near Time Office Of Mine No.02 Under Orient Sub Area, Orient Area

Key Value

Document Fees
Refer document
EMD
INR 14200.0 /-
Tender Value
INR 11.33 Lakhs /-

BOQ Items

Name of Work:
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing ofsides 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.
2Providing 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)
3Filling 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 upto 50 m and lift upto 1.5 m.
4Supplying and filling in plinth with local sand under floors, includingwatering, ramming, consolidating and dressing complete.
5Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
6Reinforced cement concrete work in walls (any thickness), includin gattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. up to floor five level,excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
7Reinforced cement concrete work in beams, suspended floors, roofshaving slope up to 15° landings, balconies, shelves, chajjas, lintels,bands, plain window sills, staircases and spiral stair cases up to floorfive level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size).
8Centering and shuttering including strutting, propping etc. and removalof form for :Foundations, footings, bases of columns, etc. for mass concrete .
9Centering and shuttering including strutting, propping etc. and removalof form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers ,
10Columns,Pillars,Piers,Abutments,Post and Struts.
11Suspended floors,roofs,landings,balconies and access platforms
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars .
13Brick work withFly Ash Brick (230x125x75 mm size) bricks of class designation 10 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand)
14Brick work with Fly Ash Brick (230x125x75 mm size) bricks of class designation 10 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
1512 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
166 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
17Distempering with 1st quality acrylic distemper (ready mixed) ofapproved manufacturer, of required shade and colour complete, as per manufacturer"s specification.Two or more coats on new work
18Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
19Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
20Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
21Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
22Structural 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.
23Providing 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
24Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
25Structural steel work inbuilt up tubular (round,sqaure or rectangualar hollow tubes etc.) trusses etc, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer ,including welding and bolted with special shaped washers etc .Hot finished welded type tubes.
26Providing 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 Engineerin- 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 andshape wherever required.
27Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel crews etc.complete :125x64x2.50 mm.
28Total impact of GST for the purpose of CTC
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