Urban Development Department Tender
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Costs
EMD
₹ 1,24,879Document Cost
₹ 1,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UDD_28778_1Bid Award Id
ViewTender No
BMB(T)37/FSTP/2022-23/4075Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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Documents
BOQ Items
Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
24.3
-
200.9
Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
14.4
-
32.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
0.48
-
6833.4
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
0.4
-
370.85
Providing 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 : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
3.27
-
8364.2
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
0.38
-
10185.05
Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
5.36
-
307.95
Columns, Pillars, Piers, Abutments, Posts and Struts
7.68
-
804.25
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.
5.27
-
733.3
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
1.39
-
545
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
0.45
-
6882
Half brick masonry 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. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
3.96
-
1018.05
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.
10.16.1 Hot finished welded type tubes
115.5
-
154.9
Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall
profile width1092 mm, cover width 1000mm.
8.4
-
1058.6
Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete :
12.66.1 Precoated/mill finish aluminium Ridges plain
(500- 600mm)
2.8
-
969.5
15 mm cement plaster on rough side of single or half brick wall of mix:13.5.1 1:4 (1 cement: 4 coarse sand)
9.65
-
354.5
15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
1.8
-
436.3
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
9.65
-
64.45
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
9.65
-
123.85
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : 13.60.1 Two or more coats on new work
9.65
-
137.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level . 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
136.49
-
89.65
Internal Electrification cost
1
-
13742.55
Plant room
-
-
-
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.
2.8.1 All kinds of soil
22
-
286.85
Supplying and filling in plinth with sand under floors, including
watering,ramming, consolidating and dressing complete.
3
-
2161.2
Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
101.25
-
200.9
Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-
termite treatment (excluding the cost of chemical emulsion) :
2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
36
-
32.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4
-
6833.4
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
3
-
370.85
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
31
-
681.65
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
6
-
8364.2
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
1.35
-
10185.05
Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
0.84
-
10719.3
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
22.32
-
307.95
Lintels, beams, plinth beams, girders, bressumers and cantilevers
13
-
608.35
Columns, Pillars, Piers, Abutments, Posts and Struts
22
-
804.25
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.
38
-
733.3
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
24
-
545
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
4
-
6882
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.
10.16.1 Hot finished welded type tubes
591.64
-
154.9
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
66.3
-
978
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
7
-
750.85
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
55.4
-
354.5
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
55.4
-
64.45
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to
prepare the surface even and smooth complete.
55.4
-
123.85
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
13.60.1 Two or more coats on new work
15
-
137.85
Finishing walls with Acrylic Smooth exterior paint of required shade:
13.46.1 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)
20.3
-
166.85
Providing and fixing G.I. chain link fabric fencing of required width in mesh size
25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
29.52
-
971.9
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1046.68
-
89.65
Internal Electrification cost
1
-
72194.66
Screening receiving holdng tank
-
-
-
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.
2.8.1 All kinds of soil
11
-
286.85
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
2
-
6833.4
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
9
-
8364.2
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
70.26
-
307.95
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.
26
-
733.3
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick
49
-
570.75
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
49
-
354.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
707.78
-
89.65
Supplying and fixing C.I. cover without frame for manholes : 19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the
cover to be not less than 108 kg
1
-
6972.75
Security house
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manualmeans 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.
2.8.1 All kinds of soil
29
-
286.85
Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete.
4
-
2161.2
Supplying chemical emulsion in sealed containers including delivery as specified. 2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
135
-
200.9
Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) :2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
48
-
32.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4
-
6833.4
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
4
-
370.85
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
30
-
681.65
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
5
-
8364.2
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
1.5
-
10185.05
Reinforced cement concrete work in beams, suspended floors, roofs having
slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
1.06
-
10719.3
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
30.39
-
307.95
Lintels, beams, plinth beams, girders, bressumers and cantilevers
16
-
608.35
Columns, Pillars, Piers, Abutments, Posts and Struts
36
-
804.25
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.
46
-
733.3
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
27
-
545
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
3
-
6882
Half brick masonry 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.
6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)
57
-
1018.05
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with
necessary screws
6
-
3086.1
Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :
9.96.1 300x16 mm
2
-
260.3
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 :
9.97.2 250x10 mm
6
-
104.4
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 :
9.100.1 125 mm
6
-
60.05
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.
10.16.1 Hot finished welded type tubes
594.53
-
154.9
Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre- treatment of the surface as directed
by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb
16
-
444.5
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 sqm, including pointing in white cement mixed with pigment of matching shade
complete.
10
-
1063.45
Providing and laying Vitrified tiles in floor in different sizes (thickness to be
specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently
and easily.
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size 11.41A.3.1 Size of Tile 600 x 600 mm
2
-
1311.05
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
47.2
-
978
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
10
-
750.85
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
181.76
-
354.5
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
181.76
-
64.45
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to
prepare the surface even and smooth complete.
181.76
-
123.85
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
13.60.1 Two or more coats on new work
64
-
137.85
Finishing walls with Acrylic Smooth exterior paint of required shade:
13.46.1 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)
59.3
-
166.85
Applying priming coat:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
12
-
61.45
Painting with oil type wood preservative of approved brand and manufacture : 13.57.1 New work (two or more coats)
12
-
47.1
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
21.1.2.1 Anodised aluminium (anodised transparent or dyed to required
60.5
-
531.8
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/
sqm)
11
-
1496.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
1035.77
-
89.65
Internal Sanitary & Water Supply cost
1
-
31394.08
Internal Electrification cost
1
-
98106.49
Site development
-
-
-
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.
2.8.1 All kinds of soil
34.4
-
286.85
Supplying and filling in plinth with sand under floors, including
watering,ramming, consolidating and dressing complete.
26.47
-
2161.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
17.2
-
6833.4
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.
229.35
-
733.3
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
14
-
545
Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
11.20.3 Dark shade pigment using ordinary cement
229.35
-
983.95
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
10.26.1 M.S. tube
195.23
-
157.15
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
10.22
-
529.8
Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or
more till the grass establish properly,as per direction of officer in charge
272.55
-
87.5
Providing and displaying of Livistona palm having ht. 60 cm to 75 cm, well developed with 8 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge.
5
-
215.25
Providing and Displaying Asiatic lilly hybrid variety (3 in one) in each pot having in full bloom 3 to 5 flowers 30 to 45 cm ht. well developed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
25
-
129.15
Providing and Displaying Chrysanthemum single named variety in different colour well developed, having 45 to 60 cm ht., minimum 150 and above half bloom flowers well stacked with bamboo stick having three layer tiding by thread fresh and healthy foliage in 30 cm Earthen Pot and as per direction of
the officer-in-charge.
25
-
150.7
Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
5
-
80
Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v
5
-
60
Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge.
5
-
200
Signage
1
-
50000
Sludge drying bed
-
-
-
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.
2.8.1 All kinds of soil
44
-
286.85
Supplying and filling in plinth with sand under floors, including
watering,ramming, consolidating and dressing complete.
12
-
2161.2
Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
202.5
-
200.9
Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti-
termite treatment (excluding the cost of chemical emulsion) :
2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
72
-
32.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
7
-
6833.4
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
8
-
370.85
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
60
-
681.65
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
7
-
8364.2
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
0.68
-
10185.05
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
45.09
-
307.95
Columns, Pillars, Piers, Abutments, Posts and Struts
17
-
804.25
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.
78
-
733.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
10
-
6882
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.
10.16.1 Hot finished welded type tubes
571.2
-
154.9
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
80.8
-
978
Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
14
-
750.85
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
115.76
-
354.5
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13.43.1 Water thinnable cement primer
115.76
-
64.45
Providing and applying white cement based putty of average thickness 1 mm,
of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
115.76
-
123.85
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
13.60.1 Two or more coats on new work
56
-
137.85
Finishing walls with Acrylic Smooth exterior paint of required shade:
13.46.1 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)
29.9
-
166.85
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
954.96
-
89.65
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction
of Engineer-in-charge.
14
-
1309
Supplying and stacking sludge at site including royalty and carriage upto 5km lead complete (sludge measured in stacks will be reduced by 8% for payment).
8
-
294
Internal Sanitary & Water Supply cost
1
-
30086.4
Internal Electrification cost
1
-
94019.99
Sludge holding tank
-
-
-
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.
2.8.1 All kinds of soil
11
-
286.85
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1
-
6833.4
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
3
-
8364.2
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
38
-
307.95
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.
6
-
733.3
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick
26
-
570.75
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
10.26.1 M.S. tube
120
-
157.15
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
26
-
354.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
158.75
-
89.65
Supplying and fixing C.I. cover without frame for manholes : 19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the
cover to be not less than 108 kg
1
-
6972.75
Sludge holding tank
-
-
-
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.
2.8.1 All kinds of soil
11
-
286.85
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources
: 6 graded stone aggregate 20 mm nominal size derived from natural sources)
1
-
6833.4
Providing 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 :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate
20 mm nominal size)
3
-
8364.2
Centering and shuttering including strutting, propping etc. and removal of form for :
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
38
-
307.95
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.
6
-
733.3
Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick
26
-
570.75
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
10.26.1 M.S. tube
120
-
157.15
15 mm cement plaster on rough side of single or half brick wall of mix:
13.5.1 1:4 (1 cement: 4 coarse sand)
26
-
354.5
Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level & above plinth level .
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
158.75
-
89.65
Supplying and fixing C.I. cover without frame for manholes : 19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the
cover to be not less than 108 kg
1
-
6972.75
FSTP unit including transportation, loading, unloading & Installation
1
-
1504500
Electro Mechanical Equipments including all Instruments fitting, fitment, testing & commissioning
1
-
535000
External Electrification 5% on above sub total (I)
1
-
187451.4
Installation of 9 Nos. Solar Street Light
1
-
267989
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