Central Coalfields Limited Tender
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The CCL has issued a formal invitation for competitive bids for the Central Coalfields Limited project, for Provisioning Of Solid Waste Management At Giddi-a Colony, Argada Area, For A Period Of Two Years. in Ramgarh, Jharkhand, with an estimated contract value of Rs. 2,49,15,802. The bid opening date for this tender is 26-05-2025 and the last date for bid submission is 16-06-2025. Interested bidders for Central Coalfields Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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The eligible classes required by a bidder to participate or bid in the tender are 'Class-I local supplier' and 'Class-II local supplier'.
Technical Capacity
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The required prior work experience for the bidder can be in the form of:
- Three similar completed works, each costing not less than 40% of the estimated cost put to tender.
- Two similar completed works, each costing not less than 50% of the estimated cost put to tender.
- One similar completed work, costing not less than 80% of the estimated cost put to tender. In the case of a Joint Venture (JV), the experience of individual partners can be combined to meet the qualification criteria. The JV can fulfill the criteria in the following manner:
- Any of the JV partners or the JV itself can have the experience of completing a single work of similar nature, costing not less than 80% of the estimated cost put to tender.
- Either the JV itself or any one partner can match the requirement of completing two works of similar nature, each costing not less than 50% of the estimated cost put to tender. Alternatively, at least two partners can each have completed at least one work of similar nature, each costing not less than 50% of the estimated cost put to tender.
- Either the JV itself or any one partner can match the requirement of completing three works of similar nature, each costing not less than 40% of the estimated cost put to tender. Alternatively, any two partners can match the requirement through completion of at least two works by one partner and one work by the other partner, each costing not less than 40% of the estimated cost put to tender. Additionally, all three partners can match the requirement through completion of at least one work of similar nature each, costing not less than 40% of the estimated cost put to tender. The bidder should have a Satisfactory Work Completion Certificate issued by the employer against the experience of similar work, containing all the information furnished by the bidder online. In case of a Joint Venture (JV), a Satisfactory Work Completion Certificate is required against individual partner(s) including the Lead Partner of JV. The bidder is required to upload a scanned copy of the documents to support the information furnished online by the bidder against the Eligibility Criteria, which includes work experience.
Costs
EMD
₹ 3,11,450Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CCL_336152_1Tender No
SO(C)(A)/e-Tender06/25-26/600Tender Authority
Central Coalfields Limited ViewPurchaser Address
-Website
http://http://www.centralcoalfields.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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(D) 1.40 100 L bins
2
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Door to door collection of garbagefrom qtrs and a11
other service buildings, shopping complex, all etc.
within the premises of townships bounadry,
Segregation of dry, wet and hazardouswaste in
separatebins and transportation the samethrough
tricycle, E'tricycle to designatedplace within the
Itownship area i.e. SLRMcentre including cost of
Icollectingbins, tricycle, E tricycle, waste dippers, brooms,shovels and required all tools & tackles, operator, helper,sweeper,Sanitary Inspector etc. with safety items like gloves,soaps etc., complying the provisions of Solid Waste Management Rules 2016 and amendment there after.
601520
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Brooming/sweeping of Roads, pedestrians,foot paths, vacant places with truck mounted Sweeping Machines (minimum @ 1250 M2/hr) on bituminous/concrete road and required manpower(sweepers) for unapproachableplaces, Collection of garbage’s,dry
leavesand all debris within the premises of townships, segregation of dry, wet and hazardous wastein separatebins and transportation the samethrough tricycle, E.tricycle to 1designatedplace within the township area i.e. SLRM Icentre at designated place within the township area i.e. SLRMcentre including cost of collecting bins, tricycle/ E tricycle, wheelbarrow, waste clippers, brooms, shovelsand required all tools & tackles, operator, helper, sweeper,Sanitary Inspector etc. with safety items like gloves,soaps etc. complying the provisions of Solid Waste ManagementRules 2016 and amendment there after.
10727912
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Operation costsincluding the manpower of( 6 unskilled laborers, 1 skilled laborer, and 1 supervisor) in the SLRM(Solid and Liquid ResourceManagement) Icenter.This encompassesvermicomposting and, maintaining all records of waste collection and disposal in compliancewith the provisions of the Solid Waste Management Rules 2016 and subsequent amendments.
24
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Provisioning of 01 no. of SLRM Centre including SLRM Shed, Record Room, Vermicomposting Chambers and other developement at works as per the Instruction Of EIC PART A-Provision of Vermi composting Chamber at SLRM centre at Gidi-A Argada Area Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 M2 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 soils as directed within a lead of 50m.
15.811875
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
1.419375
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Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 4.1.5 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
2.83875
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Brick work with F.P.S. bricks of class designation 50 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand
20.214375
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Brick work with F.P.S. bricks of class designation 50 in superstructure above plinth level upto floor level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
3.7125000000000004
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12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.2 1:4 (1 cement: 4 fine sand)
172.22
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Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.
42.75
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Structural 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.
1273.228
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade 13.61.1 :Two or more coats on new worknew work
52.5168
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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 M2 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 and shape wherever required.
132
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Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
144
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PART B-Provision of Fencing at SLRM centre at Gidi A, Argada Area Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 M2 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 soils as directed within a lead of 50m.
15.75
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
1.2240000000000002
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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 :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
0.16200000000000003
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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 5.1.2 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
1.0268333333333335
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upto floor five level excluding cost of centring, shuttering 5.2.2 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.075
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Centring and shuttering including strutting, propping etc. and removal of form for removal of form for: 5.9.1 Foundations,: footings, bases of columns etc. for mass concrete.
4.86
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Centring and shuttering including strutting, propping etc. and removal of form for removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
3.6
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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .Hot rolled deformed bars(DSR14-5.22.6)
88.14666666666668
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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.
180
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Providing and laying in position cement concrete of specified grade excluding1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)the cost of centering and shuttering - All work up to plinth level :
11.947499999999998
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Supplying at site : 16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-incharge (cost of earth works in excavation, concrete works in foundation to be paid separately)
3.186
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. 16.17.1 With G.I. barbed wire
1677.508954497685
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PART C-Development works at SLRM centre at Gidi A, Argada Area. Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge
380
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Providing & fixing selection no. 1 doob grass turf with earth 50 mm to 60 mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothening and watering.
345
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PART D-Provision of Drain at SLRM centre at Gidi A, Argada Area. Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 M2 on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. 2.6.1 All kinds of soil
57.74999999999999
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Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
4.125
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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)
4.125
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in foundation and plinth in in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
22.5
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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)
127.5
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Cement 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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
45
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Providing, hoisting and fixing up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).
8.316
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
665.2800000000001
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PART E-Provision of Record room at SLRM centre at Gidi A, Argada Area. Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 M2 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 soils as directed within a lead of 50m.
14.56
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
2
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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 fine sand : 6 graded stone aggregate 40 mm nominal size)
1.3900000000000001
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Brick work with F.P.S. bricks of class designation 5.0 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand)
8.1
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Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
3.8499999999999996
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing top smooth.
7.699999999999999
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Brick work with F.P.S. bricks of class designation 5.0 in superstructure above plinth level upto floor level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
11.450000000000001
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Cement Plaster with 12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand)
96.60000000000001
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Structural 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.
186.70999999999998
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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 M2 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 and shape wherever required.
18.45
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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 flats 30x6mm for diagonal braces and central cross piece
4.59
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Cement 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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate
12.96
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Colour washing such as green, blue or buff to give an even shade :13.39.2 New work (two or more coats) with a base coat of whiting
96.60000000000001
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
12.1
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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.
8.74
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PART F- Provision of Toilet room at SLRM centre at Gidi A, Argada Area. Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 M2 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 soils as directed within a lead of 50m.
8.83912
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Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.
0.8
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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 fine sand : 6 graded stone aggregate 40 mm nominal size)
1.21
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Brick work with F.P.S. bricks of class designation 5.0 in foundation and plinth in :Cement mortar 1:6 (1 cement : 6 coarse sand)
6.03304
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Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
2.25
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing top smooth.
4.5
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Brick work with F.P.S. bricks of class designation 5.0 in superstructure above plinth level upto floor level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
6.04
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Cement Plaster with 12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand)
58.9512
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Structural 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.
43.900000000000006
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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 M2 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 and shape wherever required.
6.875
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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 flats 30x6mm for diagonal braces and central cross piece
1.35
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Colour washing such as green, blue or buff to give an even shade :13.39.2 New work (two or more coats) with a base coat of whiting
58.9512
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
3.46
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Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per M2, including pointing in white cement mixed with pigment of matching shade complete
11.4
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Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
4
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
1000
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain &brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge 18.7.1 15 mm nominal outer dia Pipes. Branch lines
15
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25mm dia
120
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Providing and fixing brass bib cock of approved quality.: 15mm dia. nominal bore
1
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1 25 mm nominal bore
1
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Providing and fixing brass stop cock of approved quality : 15mm dia. nominal bore
1
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Providing and fixing water closet squatting pan ( Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.
1
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Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.
1
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Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 50 class designation bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line-:With F.P.S. bricks
1
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Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 50 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 5.0
1
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Construction of Septik tank (20 users)
1
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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.
3.34637333333333
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PART G-Provision of 01 nos. shed at SLRM centre at Gidi A, Argada Area. 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 M2 on plan) including dressing of sides and ramming of bottoms, lift up to 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.
2.6999999999999997
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Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.
4.68
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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 : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
11.52
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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.
2988.55
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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 gm per M2 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 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) 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.
108
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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per M2 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm).
12
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Extra for providing and fixing wind ties of 40x 6mm flat iron section.
72
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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.
22.68
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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
37.92
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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 1:4 (1cement : 4 coarse sand)
10.8
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-
... More
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)
20.59
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-
... More
Total impact of GST for the purpose of CTC
1
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-
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