Urban Development And Housing Department Tender
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Urban Development And Housing Department - UDHD Tender
Housekeeping Services
Eprocure
Opening Date27 Feb 2024
Closing Date5 Mar 2024
Tender AmountRefer Documents
Costs
EMD
₹ 31,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1718_1Bid Award Id
ViewTender No
EE/UD/JRP/AMRUT2.0-02/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
BOUNDARY WALL
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
13.88
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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
4.1
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring
an shuttering in:
a) Foundations and plinth
3.92
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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).
1.65
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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).
2.72
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-
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.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
4.55
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Centring and shuttering including strutting, propping etc and removal of form
work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
14.67
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b) Column, pillars, posts and struts etc.
47.23
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c) Lintels, beams, girders, bressumers and cantilevers etc.
82.5
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Reinforcement of RCC work including bending, binding and placing in position complete
a) Tar/TMT steel
1721.18
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Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
31.5
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
31.5
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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) Ornamental grill.
217.72
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
63
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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.
180
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Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
1
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PARK EQUIPMENT
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Park Bench
5
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SS Dustbin
5
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PLANTATION & LANDSCAPING
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Avenue Plantation:Plantation of tree along the boundary wall and as required areas in 0.60 mm dia holes, 1.00 m deep dug in the ground.
40
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Landscaping: American Blue Grass with selected type of grass including watering and maintenance of the lawn till the grass forms a thick lawn
450
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Floral Bed: Floral bed with selected floral plants including making of pits of required size at site,refilled with good quality of soil with manure and pesticide etc.
200
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PAVER BLOCK FOOTPATH
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), 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 soil as directed within a lead of 50m.
36.9
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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.
24.6
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
6.15
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
24.6
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Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge
246
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Centring and shuttering including strutting, propping etc and removal of form
work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
24.6
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Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
1
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FOOTPATH WITH CHEQUERRED TILES
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Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 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
67.5
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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.
45
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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
45
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Chequered precast cement concrete tiles 22mm thick in foothpath & courtyard,jointed by neat cement slurry mixed in pigment to match the shade of the tiles,including rubbing and cleaning etc on 20mm thicj bed of cement mortar 1:4 medium shade pigment using 50% white cemnt & 50%grey cement.
450
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Centring and shuttering including strutting, propping etc and removal of form
work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
9
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Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
1
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STREET LIGHT
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Providing and fixing street Light
15
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PUBLIC TOILET
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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.
7.2
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
2.4
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
0.65
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Providing and laying in foundations and plinth cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
1.21
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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.
0.5
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in ::Foundations and plinth
0.38
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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).
1.46
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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).
0.54
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-
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.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
1.35
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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 M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
0.43
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Centring and shuttering including strutting, propping etc and removal of form
work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
19.44
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b) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
10.8
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c) Column, pillars, posts and struts etc.
23.46
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d) Lintels, beams, girders, bressumers and cantilevers etc.
7.04
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Reinforcement of RCC work including bending, binding and placing in position complete
a) Tar/TMT steel
365.74
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Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
1.06
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Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
31.38
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
31.38
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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.
0.6
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Supplying and fixing fully glazed shutters made out of best available hard wood for windows and clerestory windows using 7.50 Kg/Sq.m. 3 mm thick glass panes including applying one coat of approved wood primer.
a) 35 mm thick including anodized aluminum butt hinges, with necessary screws.
3.9
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PVC Door Frame :- Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm ( ± 0.20 mm) , made out of single piece extruded 5mm rigid PVC profile, with mitred cut joints, and joined with 2 Nos of PVC brackets of size 190x100 mm arm of long c/s size of 35x15 mm and self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. retangular tube of 0.80 mm, i/c providing EPDM rubber gasket weather seal throughout the frame i/c jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete all as per manufacturer’s specification and direction of Engineer in-Charge.
7.14
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30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. 30 mm thick plain PVC door shutters
1.68
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Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixing to frame with 10 mm dia bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hard stone chips 40 mm nominal size).
12
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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
2
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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
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Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.
A) 125 mm
4
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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.
3
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Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to
I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
24.48
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
75.3
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Neat cement punning.
3.6
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Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
1.95
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Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
1.95
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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.
7.1
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Wall painting (two or coats) with plastic emulsion paint of approved brand and
manufacture on new work to give an even shade.
75.3
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Providing two coats of acrylic water based wall putty / wall fillers of Asians Paints / Berger / Dulux over concrete/ cement plaster / brick walls and ceilings both internal & External after removing all the loosely adhering materials from the wall / ceiling surface with the help of emery stone, putty blade/ wire brush moistening the wall with the help of sufficient quantity of clear water as specified and directed by the Deparment.
75.3
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Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth
7.56
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Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.
a) 150 mm dia SW pipes
5
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Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 150 mm dia SW pipes
5
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Construction of soak pit 1.2 x 1.1 x 1.2 m filled with brick bats including SW drain pipe 100 mm dia and 1.20 m long complete as per standard design
1
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Providing and fixing brass bib cock of approved quality.
a)15 mm nominal bore
4
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Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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
White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
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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.
Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
2
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Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
2
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
a) 75 mm Dia Pipe.
5
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Providing and fixing sand cast iron heel rest sanitary bend.
a) 75 mm Dia Pipe.
2
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Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
a) 80x80x80 mm
2
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Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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
500
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Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
1
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Add Internal Electrification & External Service Connection
1
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SEPTIC TANK
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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.
6.75
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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.
0.75
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-
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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
0.56
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-
Brick work with best available local bricks in foundations and plinth in cement mortar 1:6 (1 cement : 6 fine sand).
3.99
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-
Centring and shuttering including strutting, propping etc and removal of form work for :
a)Suspended floors,
1.2
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Reinforcement of RCC work including bending, binding and placing in position complete
a) Tar/TMT steel
89.73
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-
15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
a) 300 x 16 mm
27.9
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Neat cement punning.
27.9
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
a) 100 mm dia pipe
3.2
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b) 75 mm dia pipe
3
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Carriage of materials by mechanical transport including loading, unloading from the nearest source to site of work.
7.1
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