Tube Investments Of India Limited Tender
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Tube Investments Of India Limited - TIDC Tender
Civil And Construction
Eprocure
Opening Date21 Oct 2020
Closing Date1 Dec 2020
Tender Amount₹ 2,61,17,897
Costs
EMD
₹ 2,61,834Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MTIDC_13330_1Bid Award Id
ViewTender No
TIDC-EE-DNIeT- 2020-21-10Tender Authority
Tube Investments Of India Limited ViewPurchaser Address
-Website
http://tripuratenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
20.25
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
20.25
-
9512.3
First class brick work in foundation and plinth including cost of all materials as required complete:- (i) In cement mortar 1:6 ( 1 cement : 6 fine sand ).
225
-
8624.1
12 mm cement plaster of mix In cement mortar (i) 1 : 4 ( 1 cement : 4 fine sand)
474.3
-
174.8
Neat cement punning.
474.3
-
45.1
(B) PLATFORM
-
-
-
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
825
-
169.5
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. -All kinds of soil
275
-
120.3
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with require ments of lines, grades and cross-sections and transporting to the embankment location with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
1125
-
36.7
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5.
3487.5
-
205.6
Brick Soling) Flat Brick soling
Providing and laying flat brick soling layer on prepared sub grade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 KN as per MoRD Technical Specification Clause 412.
3712.5
-
548.4
(C) MARKET STALL
-
-
-
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
356.18
-
169.5
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. –All kinds of soil
118.73
-
120.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
13.82
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
13.82
-
9512.3
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: (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
102.39
-
10974.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
62.7
-
12104.7
Centering shuttering including asherng, propping etc. and removal of form work for: (i) Foundations, footings, bases for columns etc for mass concrete with timber plank.
1368.64
-
268.9
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
16509
-
78.2
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. Hot finished welded type tubes
20203.64
-
122.9
Providing 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 as required.
1607.67
-
82.3
Providing and fixing M.S. round holding down bolts with nuts and asher plates complete as per standard design.
552.96
-
76.5
Supply & installation of pre painted Galvalume sheets (size, shape and pitch of corrugation as approved by Engineer-incharge) in 550mpa steel grade, made out of Cold rolled steel coated with Znic-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A 792/A782M, ASTM A90/A90M, ASTM AS 1937, ASTM A924/A92M, Alloy coating AZ150/AZ100, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) with EPDM seal or 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 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. (i) 0.50mm thickness
1230.08
-
860
Supply & installation of pre painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Znic-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A 792/A782M, ASTM A90/A90M, ASTM AS 1937, ASTM A924/A92M, Alloy coating AZ150/AZ100, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal or with polymer coated J or L hooks, bolts and nuts G.I. seam bolts and nuts, G.I. plain and bitumen wishers complete for Ridges/Valley/ Gutter/Flashing of width 610mm: (i) 0.50mm thickness
305.2
-
412.5
First class brick work in foundation and plinth including cost of all materials as required complete: - (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
34.02
-
8888.4
Providing and laying cement concrete 1:2:4 (cement: 2 fine sand: 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. (i) 40 mm thick with 20 mm stone aggregate
725.76
-
554.2
12 mm cement plaster of mix: (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand)
642.11
-
174.8
Neat cement punning.
605.08
-
45.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: (i) Two or more coats on new work
200
-
82.8
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
25.2
-
302.7
Extra for additional lift of 1.5m or part thereof
-All kinds of soil
25.2
-
49.8
(D) BOUNDARY FENCING
-
-
-
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
4.8
-
169.5
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete
0.6
-
887.5
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. -All kinds of soil ,
1.6
-
120.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level: (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
0.6
-
9512.3
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
6.89
-
10974.6
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
895.7
-
78.2
Centering shuttering including struttings, propping etc. and removal of form work for:
i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
144.96
-
268.9
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
2.3
-
11791.9
12 mm cement plaster of mix.
-
-
-
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ).
32.04
-
174.8
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required
-
-
-
i) Using M.S. angels 40x40x6 mm for diagonal braces
16.64
-
3547.6
Providing 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 as required
5527.04
-
82.3
Providing and Fixing fencing with 13 Horizontal lines and two diagonals of barbed wire 9.38 kg per 100m (Min) between two posts with binding wire,clips and clamps and applying a priming coat of approved steel primer all complete as required direction of the Engineer-in –Charge.
300
-
167.55
Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer
-
-
-
i) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel work
198.12
-
31.7
Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
198.12
-
82.8
Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer
23.04
-
119.4
(E) COMMON FACILITY BUILDING
-
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. -All kinds of soil
18
-
13.5
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
43.11
-
169.5
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. -All kinds of soil
104.46
-
120.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
4.22
-
887.5
Providing and laying dry flat brick flooring in required pattern complete.
110.64
-
654.7
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – - all work up to plinth level (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
11.17
-
9512.3
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
4815.96
-
78.2
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: (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
24.49
-
10974.6
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
15.64
-
12104.7
Centering shuttering including strutting, propping etc. and removal of form work for:
-
-
-
(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
51.6
-
268.9
(ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
86.59
-
385.2
(iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
121.34
-
539
First class brick work in foundation and plinth including cost of all materials as required complete:- (i) In cement mortar 1:6 (1 cement: 6 fine sand).
23.7
-
8624.1
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- (i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
121.74
-
1363.1
12 mm cement plaster of mix: (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand)
406.66
-
174.8
6 mm cement plaster of mix : (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
68.46
-
136.9
Providing and laying cement concrete 1:2:4 (cement: 2 fine sand: 4 graded stone aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips etc. complete. (i) 40 mm thick with 20 mm stone aggregate
69.64
-
554.2
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position : (i) Teak Wood
0.32
-
87719.7
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
19.2
-
5836
Providing and fixing angle iron frames for doors,windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing Tiron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-Charge.
i) Open able with horizontal.
1023.9
-
89
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
(i) 4.0 mm thick glass panes
34.13
-
838.9
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veeners on both faces of shutters. (i) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
12.43
-
1786.6
Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer
181.57
-
73.6
Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.67 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
113.63
-
119.4
Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
53.33
-
82.8
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 :
(i) White Vitreous china Orrisa pattern W.C. pan of size580x440 mm with integral type foot rests.
2
-
4634.9
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 pair of 15 mm C.P. brass pillar taps
5
-
3070.6
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
5
-
1252.7
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357mm
5
-
866.6
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.
-
-
-
(i) 15 mm nominal outer dia .Pipes.
15
-
370.4
(ii) 25 mm nominal outer dia .Pipes.
20
-
467.1
Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
2
-
485
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
3
-
122.5
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.
4
-
1036.9
Providing and fixing uplasticised PVC connection pipe with brass unions :
-
-
-
(i) 30 cm length 20 mm nominal bore
4
-
82
(ii) 45 cm length 15 mm nominal bore
4
-
93
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded builtup 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 of gaps at junctions, i.e. at top, bottom and sides with required EPDMrubber/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 drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :-
(i) For fixed portion of approved quality: Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
16.2
-
400.2
Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-
16.3.1 With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
3.24
-
1058.2
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. External work.
-
-
-
(i) 25 mm nominal outer dia .Pipes
50
-
239.2
(ii) 32 mm nominal outer dia .Pipes
25
-
311.8
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
(i) 25 mm nominal bore.
4
-
512.2
Providing and fixing ball valve (brass) of approved quality complete. i) 25 mm nominal bore
2
-
584.6
Providing and fixing PTMT bib cock of approved quality and colour.
i) 15 mm nominal bore, 122 mm long, weighing not less than 99 gms
6
-
187.9
Providing and fixing PTMT stop cock of approved quality and colour. i) 15 mm nominal bore, 86mm long, weighing not less than 88 grams
4
-
118.3
Providing and fixing PTMT pillar cock of approved quality and colour .
i) 15mm nominal bore, 107mm long, weighing not less than 110 grams
4
-
187.9
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
10
-
548.4
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
-
-
-
(i) Single socketed pipe - 75 mm OD
5
-
158.3
(ii) Single socketed pipe 110mm
5
-
268.5
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: (i) 100 mm diameter
2
-
111.2
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (i) Flexible pipe - 32 mm dia
4
-
93
Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms.
5
-
261.8
Providing and fixing aluminium hanging floor doorstopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
(i) Twin rubber stopper
10
-
61.8
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 : (i) 300x16 mm
10
-
259.9
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 : (i) 125 mm
10
-
64.7
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. (i) 300x10 mm
10
-
128.2
Providing and laying 1st quality ceramic glazed floor tiles of approved size conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades as approved by Engineer-in-charge over 20 mm thick bed of cement mortar 1 : 4 (1 cement : 4 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
i) Ceramic Glazed Tiles 1st quality 300 x 300mm in all shades and designs.
12
-
774.4
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades 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 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
153.6
-
792
Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws.
26.4
-
468.8
Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-incharge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
12.6
-
3094.4
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.
2000
-
10
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
22.14
-
810.5
(F) PUBLIC TOILET BLOCK
-
-
-
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. -All kinds of soil
18
-
13.5
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 Foundations
34.6
-
169.5
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
2.7
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – - All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
3.81
-
9512.3
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:
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
6.3
-
10974.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
0.77
-
11791.9
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
0.86
-
12104.7
Centering shuttering including strutting, propping etc. and removal of form work for:
-
-
-
(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
32.04
-
268.9
(ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
11.3
-
385.2
(iii) Suspended floors, roofs, landings, balconies and access platform with 12 mm thick shuttering ply
9.83
-
539
First class brick work in foundation and plinth including cost of all materials as required complete: (i) n cement mortar 1:6 ( 1 cement : 6 fine sand ).
6
-
8624.1
Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete. (i) In cement mortor1:4(1cement:4fine sand).
63.97
-
1363.1
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. - All kinds of soil.
10.8
-
120.3
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete
1.17
-
887.5
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – - All work upto plinth level:
i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
1.17
-
9872.1
12 mm cement plaster of mix.
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ).
179.7
-
174.8
Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40mm thick
26.88
-
554.2
Providing and fixing angle iron frames for doors,windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing Tiron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-in-Charge.
194.4
-
89
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
(i) 4.0 mm thick glass panes
6.48
-
838.9
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position (i) Local Teak Wood.
0.38
-
87719.7
Providing and fixing factory made door frame (single rebate) made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 60mm width & 30mm thickness and shall be fixed to wall as per instructions of Engineer-In-Charge using 100x8 sheet metal CSK screws.
19.8
-
468.8
Providing and fixing 28 mm thick door shutter made of solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 71mm width & 28mm thick as vertical & horizontal styles. Joints are made using solvent adhesive and GI ‘C sections (39mm x 19mm x 0.6mm thick) or M S pipe (40mm x 20mm ) stiffener frame insert & telescopic polymeric ‘L’ corners .The panel shall be filled with 3mm thick high - pressure compact laminate as per manufacturer’s specifications and directions of the Engineer-incharge, cover moulding shall be provided for covering fixing screws and elegant look.( for W.C. bathroom door shutter).
7.56
-
3094.4
Distempering with oil bound washable distemper of approved brand and manufacture and of required shade on new work ( two or more coats ), over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer
179.7
-
73.6
Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
19.2
-
82.8
Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer
36.3
-
119.4
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.
i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
4
-
4634.9
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 pair of 15 mm C.P. brass pillar taps
5
-
3070.6
Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
5
-
1252.7
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively.
4
-
1036.9
Providing and laying 1st quality ceramic glazed floor tiles of approved size conforming to IS : 15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades as approved by Engineer-in-charge over 20 mm thick bed of cement mortar 1 : 4 (1 cement : 4 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
i) Ceramic Glazed Tiles 1st quality 300 x 300mm in all shades and designs.
12
-
774.4
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.
2000
-
10
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
751
-
78.2
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.
i) Hot finished welded type tubes.
556
-
122.9
Supply & installation of pre painted Galvalume sheets (size, shape and pitch of corrugation as approved by Engineer-incharge) in 550mpa steel grade, made out of Cold rolled steel coated with Znic-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A 792/A782M, ASTM A90/A90M, ASTM AS 1937, ASTM A924/A92M, Alloy coating AZ150/AZ100, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) with EPDM seal or 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 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. (i) 0.50mm thickness
178.56
-
860
Supply & installation of pre painted Galvalume sheets roofing accessories in 550mpa steel steel grade, made out of Cold rolled steel coated with Znic-Aluminium alloy coating of 43.5% Zn, 55% Al and 1.5% Silicon confirming to ASTM A 792/A782M, ASTM A90/A90M, ASTM AS 1937, ASTM A924/A92M, Alloy coating AZ150/AZ100, colour coated with high quality polyester coating, top coated of modified polyester of 20 micron, back side coat of 5 micron, having epoxy primer coat of 5 micron on both side. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation. The sheet shall be fixed using self drilling /self tapping screws with EPDM seal or with polymer coated J or L hooks, bolts and nuts G.I. seam bolts and nuts, G.I. plain and bitumen wishers complete for Ridges/Valley/Gutter/Flashing of width 610mm: (i) 0.50mm thickness
28.8
-
412.5
Providing and fixing G.I pipes complete with GI fittings and clamps, incl cutting and making good the walls etc .-Internal work –Exposed on wall
-
-
-
(i) 15 mm dia .nominal bore
5
-
228.8
(ii) 25mm dia nominal bore
10
-
369.6
(iii) 32mm dia nominal bore
15
-
455.6
Providing and fixing uplasticised PVC connection pipe with brass unions :
-
-
-
(i) 30 cm length 20 mm nominal bore
4
-
82
(ii) 45 cm length 15 mm nominal bore
4
-
93
Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 ( thickness to be specified by the manufacturer ) of approved make in all colours, shades 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 fine sand ) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
153.6
-
792
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded builtup 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 of gaps at junctions, i.e. at top, bottom and sides with required EPDMrubber/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 drawing and the direction of Engineerincharge. (Glazing and paneling and dash fasteners to be paid for separately) :-For fixed portion of approved quality: Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15).
16.2
-
400.2
Providing and fixing glazing of approved quality in aluminium doors, windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-
(i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
3.24
-
1058.2
Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm at 100 mm centre to centre and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia. steel pulleys & with riveted bolts, nuts, locking arrangement, stoppers, handles, hold fast /anchor bolt including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required.
4.2
-
5836
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge. - External work.
-
-
-
(i) 25 mm nominal outer dia .Pipes
100
-
239.2
(ii) 32 mm nominal outer dia .Pipes
125
-
311.8
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. - Concealed work including cutting chases and making good the walls etc.
-
-
-
(i) 15 mm nominal outer dia .Pipes.
32
-
370.4
(ii) 25 mm nominal outer dia .Pipes.
24
-
467.1
Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm OD
20
-
116.6
Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm OD
20
-
171.2
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
-
-
-
(i) 25 mm nominal bore.
4
-
512.2
(ii) 32mm nominal bore
4
-
598.5
(iii) 40 mm nominal bore
1
-
695.9
Providing and fixing ball valve (brass) of approved quality complete.
i) 25 mm nominal bore
2
-
584.6
Providing and fixing PTMT bib cock of approved quality and colour.
i) 15 mm nominal bore, 122 mm long, weighing not less than 99 gms
6
-
187.9
Providing and fixing PTMT stop cock of approved quality and colour.
i) 15 mm nominal bore, 86mm long, weighing not less than 88 grams
4
-
118.3
Providing and fixing PTMT pillar cock of approved quality and colour .
i) 15mm nominal bore, 107mm long, weighing not less than 110 grams
4
-
187.9
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing
i) Rectangular shape 453x357mm
2
-
866.6
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
10
-
548.4
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
-
-
-
(i) Single socketed pipe - 75 mm OD
20
-
158.3
(ii) Single socketed pipe 110mm
50
-
268.5
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:
-
-
-
(i) Coupler - 75 mm
10
-
72.3
(ii) Coupler - 110mm
10
-
123.6
(iii) Single equal tee without door - 75x75x75 mm
10
-
138.6
(iv) Single equal tee without door - 110x110x110mm
10
-
224.4
(v) Single equal tee with door - 75x75x75 mm
10
-
148.8
(vi) Single equal tee with door - 110x110x110mm
10
-
231.2
(vii) Bend 87.5° - 75mm
10
-
77.6
(viii) Bend 87.5° - 110mm
10
-
140.9
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete.
-
-
-
(i) 75mm
20
-
187.8
(ii) 110mm
20
-
190.5
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: (i) 100 mm diameter
2
-
111.2
Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. (i) Flexible pipe - 32 mm dia
4
-
93.9
Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms.
5
-
261.8
Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm OD
50
-
68.9
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
22.14
-
810.5
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine sand) C.I. cover with frame (light duty) 455x610 mm 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 fine 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 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design : (i) Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
2
-
7424.9
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with well burnt 2nd class bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.
2
-
60699.8
(G) DRILLING DEEP TUBE WELL
-
-
-
Drilling and boring pilot hole in any soil strata by manual means, collection of soil samples of different strata met with during drilling at various suitable levels, preservation of samples in polythene bags / sample boxes and disposal of excess soil or mud, including the cost for water etc. as required to maintain the pilot hole properly as per specification and direction of the Engineer - in - charge. (i)100mm dia
66
-
285.2
Reaming of pilot hole to an enlarged bore hole in any soil strata by manual means, disposal of excess soil or mud, including the cost for water etc. as required to maintain the bore hole properly as per specification and direction of the Engineer - in - charge. (i) From 100 mm dia pilot hole to 250 mm bore hole
66
-
320.25
Providing & lowering of UPVC pipe as per IS:12818 after washing of the bore hole by manual means as per specification and direction of the Engineer - in - charge. (i) CM' Casing pipe 100mm dia
33
-
481
Providing & lowering 100 mm dia CM PVC stainer (filter) in/c necessary jointing etc. complete with supply of all necessary fittings as per direction of Engneer – in – charge.
30
-
1360
Providing & fixing 100 mm dia C.I. conical bottom plug of approved quality and make complete as per direction of the Engineer – in – charge.
1
-
1267
Supplying & carrying and shrounding of washed peagravels of 3.35 mm effective size in annular spare between the pipe assembly and bore hole.
4
-
7498
Providing and fitting fixing no using clamp (made with 12 mm thick sheet) be welding with blind pipe in/c applying of anti corrosive bitumastic as per specification IS 2800 (Part – I) and s per direction of Engineer-in-charge. i)100mm.
1
-
1125
Washing & Development of tube well by Air Compressor & testing of the oil as per direction of the Engineer-in-charge
1
-
16143
Providing & fixing of G.I. plug Cap suitable for PVC pipe of approved quality as per direction of the Engineer-in-charge.
1
-
485
Supplying of 3 H.P. single phase ISI marked submergible pump set with 40 mtr. cable & control panel complete (Make Ukrati / Calama) with 50 mm dia 30 m heavy duty G.I. pipe assembly & reducing socket, Delivery band 90 degree non returned valve and fitting etc. and as per direction of the Engineer-in-charge.
1
-
23980
Lowering of submersible pump set with G.I. pipe and trial run complete.
1
-
3500
(H) RCC PLATFORM FOR OVER HEAD 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. -All kinds of soil
5.6
-
169.5
Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
0.6
-
887.5
Providing and laying dry flat brick flooring in required pattern complete
4
-
654.7
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level: (i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size).
0.6
-
9512.3
Centering shuttering including strutting, propping etc. and removal of form work for
-
-
-
(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank Columns
37.92
-
268.9
(ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank.
36
-
317.7
(iii) Suspended floors, roofs, landings, balconies and access platform with timber planks..
21.8
-
464.3
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: (i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
1.64
-
10974.6
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.
(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
0.58
-
11791.9
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-.
i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size).
3
-
12104.7
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. (i) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars
834.56
-
78.2
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.
4000
-
10
12 mm cement plaster of mix.
i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ).
95
-
174.8
Neat cement punning.
95
-
45.1
(I) RCC BRIDGE OVER CANAL (RCC Box culvert at Ragna Total length 22.55meter)
-
-
-
Excavaration For Sutucture With dewatering.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal up to a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
(i) Upto3m to 6m
481.35
-
405.7
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. -All kinds of soil
160.45
-
120.3
300 &Filling in foundation trenches as per drawing & 1200 MoRD technical specification Clause 305.3.9, 1200 Sand filling
37.84
-
858.5
Providing and laying flat brick flooring in cement mortar including cement slurry etc. complete. (i) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )
279.4
-
806
Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (Including centring, shuttering, staging etc. but excluding Reinforcement).
-
-
-
(i) P.C.C grade M 10 Nominal mix 1:3:6
19.97
-
9264.4
(ii) R.C.C. grade M 25
29.25
-
10614.9
Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement) Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching Nominal mix 1:3:6 (Hand Mixing)
47.53
-
8259
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.
7.68
-
68131.5
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) R.C.C. grade M 25 For height above 5 m up to 10 m
167.73
-
11660
Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.
27.43
-
68312.2
Brick masonry work in cement mortar in substructure complete excepting pointing &plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204 In 1:4 Cement mortar
0.04
-
8922.6
Providing weep holes in brick masonry / stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.
100
-
348.4
Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8.
312
-
1174.7
Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil& bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.
30
-
4231.1
Plastering with cement mortar (1:4) 12 mm thick on brickwork / C.C. work including a finishing coat of neat cement punning with 2.75 Kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.
403.7
-
175
Providing PCC M 20 architectural coping on the top of wing wall, return wall etc. complete including form work as per drawing & MoRD technical specification Clauses 615, 710 & 1204.3.11.
16
-
680.5
Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but Excluding reinforcement). For height above 5 m up to 10 m II. R.C.C M 25
45.1
-
12719.8
Supplying, fitting, & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel barrein for cement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.
7.67
-
69660.7
Steel reinforcement Reinforced cement concrete M 25 grade Reinforced Cement Concrete M 25 grade approach slab including reinforcement & formwork complete as per drawing & MoRD technical specifications Clauses 800 & 1211 (including centering, shuttering, staging etc. and reinforcement)
6
-
15694.1
Providing bituminous wearing coat comprising of 20 mm thick premix carpet with seal coat Type B for culverts as per drawing & MoRD technical specifications Clauses 1206.2 and 500.
150
-
352
Providing & fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) at 2.5 m interval & three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and MoRD technical specifications Clause 1208.2.
46
-
2010.8
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