Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Building Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date5 Feb 2024
Closing Date12 Feb 2024
Tender Amount₹ 9,11,15,000
Costs
EMD
₹ 9,11,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1651_1Bid Award Id
ViewTender No
CEUD/PLG/MS-415/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
94.85
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
109.07
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
94.06
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
158.15
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
280.41
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
104.72
-
-
Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 1.5 : 3( 1 cement: 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
11.39
-
-
Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.16
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
132.9
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
1145.51
-
-
d) Lintels, beams, girders, bressumers and cantilevers etc.
2407.5
-
-
e) Column, pillars, posts and struts etc.
977.84
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
139048.42
-
-
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
218.85
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
2514.1
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
2514.1
-
-
Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
1264.13
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
a) 38 mm thick best available local wood, class - B I
99.33
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws.
a) 38 mm thick best available local wood, class - B I
140.04
-
-
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
b) Ornamental grill.
3080.88
-
-
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
a) 300 x 16 mm
48
-
-
Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.
a) 300 x 10 mm
96
-
-
c) 150 x 10 mm
170
-
-
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
a) 125 mm
266
-
-
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 0 mm x 2 mm and braced with fiat iron diagonals 20 mm x 5 mm size.with top and bottom rails of T iron 40 mm x 40 mm_ x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
7.04
-
-
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
13643.68
-
-
Providing and fixing Durasr,ine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutling hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.
Details of cost for 11.75m Laying and fixing 4 lenths of 3.05m each require Overall length of 4 x 3.05 plus 3% wastages = 12.566m After laping as per manufacturer's specification, effective Measurable length wi be (4 x 3.05) - (3 Q..15) = 11.75m
1114.48
-
-
Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
115
-
-
Providing and fixing 12 mm thick insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately).
331.98
-
-
Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling.
a) Best local approved quality wood.
3429.36
-
-
Extra for chamfered edges in beading
3429.36
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622, of approved make , in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 course sand) including grouting the joints with white cement and matching pigments etc, complete.
d) size of tiles 1000x1000mm
1012.25
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622, of approved make , in all colours and shades, skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement : 3 course sand) including grouting the joints with white cement and matching pigments etc, complete.
d) size of tiles 1000x1000mm
135.05
-
-
White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
498.65
-
-
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
83.26
-
-
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
30.6
-
-
Chequered terrazzo tile_s 22 mm lhick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete:
a) Light shades using white cement
289.8
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
5963.47
-
-
Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
325.07
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
325.07
-
-
Applying one coat of distemper primer of approved brand and manufacture on wall surface.
910.98
-
-
Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give even shade
910.98
-
-
Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade
5963.47
-
-
Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
96.12
-
-
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
318
-
-
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
146.8
-
-
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
a) 15 mm nominal bore
339
-
-
b) 20 mm nominal bore
228
-
-
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
a) 15 mm nominal bore
335
-
-
b) 20 mm nominal bore
190
-
-
d) 32 mm nominal bore
38
-
-
Providing and fixing brass bib cock of approved quality.
a)15 mm nominal bore
19
-
-
Providing and fixing brass stop cock of approved quality.
a) 15 mm nominal bore
113
-
-
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required.
a) Long Pan patten WC Pan
9
-
-
Providing and fixing white vitreous china pedestal type (European type WC pan) water closet with seat and lid with CP brass hinges and rubber buffers, 12.5 Litres white vitreous china low-level flushing cistern with fittings and brackets 40 mm white porcelain in enamel led flush band, 20 mm over flow pipe with specials and mosquito proof coupling of approved municipal design complete including cutting and making good the walls and floors where required.
a) WC pan with white plastic seat and lid.
10
-
-
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.
b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
25
-
-
Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC.
a) 250 x 130 x 30 mm
18
-
-
Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete.
19
-
-
Providing and fixing 100 mm sand PVC grating for gulley, floors or nahni trap.
19
-
-
Providing and fixing sand UPVC/PVC (spun) soil, waste and vent pipes.
a) 100 mm dia
138
-
-
c) 50 mm dia
57
-
-
Providing and fixing UPVC/PVC heel rest sanitary bend.
a) 100 mm dia
57
-
-
Providing and fixing PVC single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
a) 100 x 100 x 100 mm
38
-
-
Providing and fixing PVC trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors.
c) 100 mm inlet and 50 mm outlet
19
-
-
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:
288.44
-
-
Add Carriage Charges
1
-
-
External service connection
1
-
-
Cost for internal electrification
-
-
-
WIRING
1
-
-
DISTRIBUTION BOARDS
1
-
-
SUPPLY OF LIGHT FIXTURES AND FANS
1
-
-
INSTALLATIONS OF LIGHT FIXTURES AND FANS
1
-
-
EARTHING SYSTEM
1
-
-
FIRE DETECTION AND ALARM SYSTEM ( CONVENTIONAL)
1
-
-
BUSBAR BOX
1
-
-
Fire Fighting
1
-
-
Water tank [Sintex] 5000 Ltr capacity for over head tank
2
-
-
Add Septic Tank(150 User)
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) I 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 0.00-1.50m
67.23
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) I 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 1.50-3.00m
40.34
-
-
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 up to 1.5 m.
43.03
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:5:10 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
3.65
-
-
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:
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
10.09
-
-
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns, etc. for mass concrete.
6.49
-
-
Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick.
27.75
-
-
Edges of slabs and breaks in floors and walls.
Under 20 cm wide
22.96
-
-
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Thermo-Mechanically Treated bars.
1188.1
-
-
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in:
Cement mortar 1:6 (1 cement :4 coarse sand)
20.52
-
-
62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
18.48
-
-
Cement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement. 20mm cement plaster
36.86
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
Square shape 450 mm internal dimension
2
-
-
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
14
-
-
Providing and fixing soil, waste and vent pipes
100 mm dia.
Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
3.6
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x45 cm dry brick honey comb shaft with bricks of class designation 75 and S. W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design
With F.P.S. bricks
1
-
-
Add Carriage Charges
1
-
-
Underground Sump
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t
All kind of Soil
81
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
3.8
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
14.16
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
5.75
-
-
Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
a) M20 (1 cement: 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
35.55
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
14.5
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc
392
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
110.2
-
-
Reinforcement of RCC work including straightening, cutting, bending, placing in position and binding all complete.
a) Cold twisted bar.
6929.53
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
109.38
-
-
15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall
59.4
-
-
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade
109.38
-
-
Supplying and laying under layer of bitumen saturated felt type-I.
59.6
-
-
Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown or/and residual bitumen applied hot @ 1.45 Kg. per Sq.m. of area for each courses, second course of roofing felt type-3 grade-I (hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per sqm. including preparation of surface excluding grading complete.
59.6
-
-
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :
Serrated with central bulb ( 225mm wide, 8-11mm thick).
38
-
-
Supplying & Fixing CI Covers for manholes w/o frames, 560 mm dia (Heavy Duty), the weight of the cover to be not less then 108 kg.
4
-
-
Add Carriage Charges
1
-
-
Retaining Wall
-
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
I)Ordinary soil
A)Manual Means
(i) Upto 3.0m.
88.54
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
9.16
-
-
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
C RCC Grade M20
Case I Using concrete mixer
71.76
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
1.46
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
13.05
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
56
-
-
Supplying of quick setting cement compound as per specification.
576.8
-
-
Carriage Charge of Material
1
-
-
SUB HEAD: C/o ASSEMBLY SHED
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t
353.88
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
22.19
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
350
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
49.57
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
17
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
48.96
-
-
d) Lintels, beams, girders, bressumers and cantilevers etc.
138
-
-
e) Column, pillars, posts and struts etc.
136
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
5322.29
-
-
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
25.32
-
-
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
17288
-
-
Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
(a) 0.63 mm thick GI sheet
1012.38
-
-
Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
128.2
-
-
25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse ·sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement.
875
-
-
Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand).
36
-
-
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete.
130
-
-
Add Internal electrification
1
-
-
Add Carriage Charges
1
-
-
C/o ENTRANCE GATE with Guard Room & Boundary wall
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t
46.66
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1.84
-
-
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
1.68
-
-
b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
7.2
-
-
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
0.36
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
3.82
-
-
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
3.7
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
7.2
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
3.6
-
-
d) Lintels, beams, girders, bressumers and cantilevers etc.
41.91
-
-
e) Column, pillars, posts and struts etc.
49.27
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
1626.98
-
-
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
0.82
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
11.11
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
11.11
-
-
Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
5.74
-
-
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws.
a) 38 mm thick best available local wood, class - B I
1.52
-
-
Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete.
a) 300 x 16 mm
1
-
-
Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessary screws etc complete.
a) 300 x 10 mm
2
-
-
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
a) 125 mm
2
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622, of approved make , in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 course sand) including grouting the joints with white cement and matching pigments etc, complete.
b) size of tiles 600x600mm
2.55
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
22.22
-
-
Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
4.44
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
4.44
-
-
Applying one coat of distemper primer of approved brand and manufacture on wall surface.
9.22
-
-
Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give even shade
22.22
-
-
Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade.
22.22
-
-
Add Carriage Charges
1
-
-
BOUNDARY WALL
-
-
-
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
297.28
-
-
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
31.89
-
-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 2 coarse sand : 4 stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
29.02
-
-
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
18.22
-
-
Reinforcement cement concrete work in columns, pillars,post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
33.74
-
-
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
39.53
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
186.3
-
-
b) Column, pillars, posts and struts etc.
586.84
-
-
c) Lintels, beams, girders, bressumers and cantilevers etc
315.43
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
a) Tar/ TMT steel
8620.81
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
588.8
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
588.8
-
-
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws.
a) Plain grill.
4272.87
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
1177.6
-
-
Colour washing such as green, blue or buff on new work (two or more coats) including a base coat of white washing with lime to give an even shade.
1682.28
-
-
Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
1
-
-
C/o INTERNAL ROAD
-
-
-
Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
1181.25
-
-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
1181.25
-
-
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
118.13
-
-
Cement Concrete Pavement:-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing)
118.13
-
-
Add for Carriage of materials
1
-
-
Repairs & Maintenance including paiting works of existing school structure
-
-
-
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removalofstumps,roots,stacking of serviceable material with all lift sand up to a lead of 1000 mtrs and earth filling in the depression/pit.)
(i) Girth from 300 mm to 600 mm
1
-
-
Repairs to plaster in patches of 2.50 Sq.m. and under including cutting the patch to proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead.
a) With cement mortar 1 : 4 (1 cement : 4 fine sand)
600
-
-
Fixing door chowkhat in existing opening including embedding chowkhats in floor, cutting masonry for hold fasts, embedding hold fasts in cement concrete blocks with cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm shingle size), painting two coats of coal tar to sides of chowkhats and making good the damages to wall and floors complete including disposal of rubbish to thedumpinggroundwithin50 m lead.
25
-
-
Fixing window chowkhats in existing openings including cutting masonry for hold fasts, embedding hold fasts in cement concrete blocks with cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm single gauge), painting two coats of coal tar to sides of chowkhats and making good the damge to walls complet eincluding disposal of rubbish to the dumping ground within 50 m lead.
50
-
-
Providing and fixing wooden cleats to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees-waxing to match the existing shades.
a) 1st class teak wood cleats with iron hinges and screws
50
-
-
Supplying and fixing glass panes with putty and nails including removal of broken glass panes where necessary.
b) Glass panes 3 mm thick and area 0.1 Sq.m. each
35.1
-
-
Renewing wooden beams (not exceedng 4 m in length) in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 m lead.
a) Timber Plank Class A - IV
1081.6
-
-
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete
b) Size of Tile 600x600 mm
540
-
-
Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses.
a) 0.80 mm thick GI sheet
1000
-
-
Extra for straight cutting and waste in CGI sheet roofing for making opening of area exceeding 40 Sq.dm. for chimney stacks, sky lights etc.
a) 0.80 mm thick sheet
320
-
-
Providing and fixing 12 mm thick insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately)
480
-
-
White washing with lime on old work to give an even shade.
a) In two or more coats
360
-
-
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
1662
-
-
Wall painting (one or more coats) with plastic emulsion paint of approved brand and manufacture on old work to give an even shade.
288
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
158.2
-
-
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade
123
-
-
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws
a) Plain grill
1365.9
-
-
Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
43.5
-
-
Painting two or more coats on GI sheets with superior ready mixed paint of approved brand and manufacture in white, grey or green shades on new work to give an even shade
1000
-
-
Painting one or more coats on GI sheets with superior ready mixed paint of approved brand and manufacture in white, grey or green shades on old work to give an even shade
216
-
-
Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete
250
-
-
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
a) 15 mm nominal bore
65
-
-
Providing and fixing brass bib cock of approved quality.
a)15 mm nominal bore
16
-
-
Providing and fixing brass stop cock of approved quality
a) 15 mm nominal bore
8
-
-
Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required
a) Long Pan patten WC Pan
5
-
-
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required.
a) One urinal basin with 5 Litres CI automatic flushing cistern
2
-
-
Providing and fixing kitchen sink including making all connection excluding cost of fittings
a) White glazed fire clay sink size 600x450x150 mm
4
-
-
Add Carriage Charges
1
-
-
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