Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date5 Jun 2023
Closing Date12 Jun 2023
Tender Amount₹ 1,86,30,000
Costs
EMD
₹ 1,86,300Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PWDAP_1274_1Bid Award Id
ViewTender No
CD/DRG-3/2022-23/09Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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II. SH : Kutcha Drain
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C/o Kutcha Drain as per drawing and direction of Engineer In - Charge
510
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III. SH : Culvert-1.5 mtr
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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 m depth
76.34
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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.)
17.73
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
45.46
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
4.32
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
3.35
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.36
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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 s
20
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
14
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Carriage of Materials by mechanical transport from Bhalukpong to work site including loading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge.
14.39
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Carriage of River bed materials like Sand, Shingles, Boulder etc by mechanical transport from River to Site of works including loading, unloading and stacking in measurable stacks as per direction of Engineer - in - charge.
118.15
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IV. SH: Building Portion
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Earth work in excavation in soils containing 50% or more of shingle or small size boulders upto 30 cm size including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions lead upto 50 m and lift upto 1.50 m.
4218.37
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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
284.78
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
152.54
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Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
38.7
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Providing and laying in foundations and plinth cement concrete 1 : 3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
51.59
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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).
22.88
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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.M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size
15.35
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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
49.82
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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). a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size
2.94
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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 : 2 : 4( 1 cement: 2 coarse sand : 4 stone aggregate 20 mm nominal size).
4.59
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.
11694.45
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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.
231.88
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b) Column, pillars, posts and struts etc.
328.6
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c) Lintels, beams, girders, bressumers and cantilevers etc.
517.77
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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).
66.72
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Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
66.72
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Half brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
375.38
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Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
375.38
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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.
2222.25
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Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I
67.26
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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).
96
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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
8
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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) 250 x 10 mm
116
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Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 100 mm
50
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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. b) 0.63 mm thick GI sheet
236.19
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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. b) 0.63 mm thick GI sheet
65
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Providing and fixing 4.0 mm thick asbestors plain sheet ceiling of approved quality with necessary nails etc.complete (frame work for base to be paid separately).
827.75
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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.
654.3
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Extra for making chamfered edges of beading.
654.3
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Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
2360
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Chequered terrazzo tiles 22 mm thick with marble chips of sizes upto 6mm in floors on 25mm 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: c) Dark shade using ordinary cement
16
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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.
147.7
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption's 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 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.11.41.2 Size of Tile 600x600 mm
587.95
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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).
2703.3
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Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
12
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Providing and fixing local wooden railing 0.75 m high with 7.5 x 5 cm top and bottom rails 7.5x 5 cm sides and 5 cm x 5 cm intermediate vertical bars placed at 22.5 cm centre to centre including painting two or more coats as directed.
10.5
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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. b) Ornamental grill.
486.24
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15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
1674
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
311.46
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
210
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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.
210
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Applying one coat of distemper primer of approved brand and manufacture on wall surface.
311.46
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Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
311.46
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Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
174.88
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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.
174.88
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White washing with whiting on new work (three or more coats) to give even shade.
827.75
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Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
236.19
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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.
236.19
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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.
4
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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. a) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality.
4
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Providing and fixing in position 32 mm dia galvanized steel telescopic flush pipe complete including cutting and making good the walls and floors.
4
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes. a) 100 mm dia
33
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Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia
4
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Providing and fixing sand cast iron single equal plain junction of required degree. a) 100 x 100 x 100 mm
4
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Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). c) 25 mm nominal bore
30
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Providing and filling sand all round GI pipes in external work. c) 25 mm dia pipe
30
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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
30
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Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
8
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Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore
8
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c) 25mm nominal bore
8
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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.
76
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Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). b) 100 mm diameter pipe
6.2
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Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. b) 100 mm diameter
12
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Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement: 2 fine sand). (A) CI Plain bend b) 100 mm diameter
6
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(B) CI head flat or corner type bend : b) 100 mm diameter
6
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(C) CI Plain shoes : b) 100 mm diameter
6
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Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design.
2
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Constructing brick masonry manhole with 2nd class bricks in cement mortar 1 : 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 : 8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design. a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg).
1
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Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality)complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
4
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Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality). a) 750 x 20 mm size
4
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Providing and fixing toilet paper holder. ( CP Brass )
4
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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.
38
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Carriage of Engineering Material such As Steel , Bitumen , Bitumen Emulssion, CGI Sheet, etc By mechancal Transport including Loading, Unloading and stacking at site as per direction of engineer-in charge from Bhaukpong to site of work ( Hill Road ) ( Lead 115.00 km )
110.8
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Carriage of Engineering Materials like forest product such as sand, Boulder,stone shingle,stone aggregate, moorom from quarry site by mechanical transport including Loading, Unloading and stacking in measurable stack as per direction of engineer in chargeat site of work from quarry to work siteon Hill/Katcha/Gravelled road. ( Lead 5.00 km )
153
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V. SH: Compound 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.
57.69
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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.
15.03
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars.
4731.66
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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.
37.62
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b) Column, pillars, posts and struts etc.
228.69
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c) Lintels, beams, girders, bressumers & cantilevers etc.
318.87
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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).
4.05
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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).
22.32
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Reinforced cement concrete work in lintels, beams & bressumers upto floor two level i/c finishing & plastering the exposed surface with cement mortar 1:3 (1 cement : 3 Fine sand) of thickness not exceeding 6mm to give a smooth and even surface but excluding cost of centering , shuttering & reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
24.57
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Brick work with best available local bricks in foundation and plinth in cement mortar 1:4 ( 1 cement : 4 fine sand).
18.59
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Half brick masonry (with best available local bricks) in cement mortar 1:3 (1cement : coarse sand) in foundation and plinth.
408.42
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Extra for half brick masonry in superstructure above plinth level up to floor two level.
408.42
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Providing and supply of MS Angle Iron Post of size 50x50x6mm
617.76
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Providing and supply of G.I. Barbed wire .
810
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
1209.6
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
1209.6
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Finishing wall 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.
1209.6
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Carriage of Engineering Material such As Steel , Bitumen , Bitumen Emulssion, CGI Sheet, etc By mechancal Transport including Loading, Unloading and stacking at site as per direction of engineer-in charge from Bhaukpong to site of work ( Hill Road ) ( Lead 115.00 km )
141.03
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Carriage of Engineering Materials like forest product such as sand, Boulder,stone shingle,stone aggregate, moorom from quarry site by mechanical transport including Loading, Unloading and stacking in measurable stack as per direction of engineer in chargeat site of work from quarry to work siteon Hill/Katcha/Gravelled road. ( Lead 5.00 km )
123.48
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VI. SH: MS Gate
-
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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.
3
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Dry rubble flooring
0.3
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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.
0.3
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tor/TMT Steel.
173.99
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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.
5.88
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b) Column, pillars, posts and struts etc.
11.52
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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).
1.05
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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. c) 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
1.3
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
10.8
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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.
10.8
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Providing and Supply of MS Gate...
628.57
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Carriage of Engineering Material such As Steel , Bitumen , Bitumen Emulssion, CGI Sheet, etc By mechancal Transport including Loading, Unloading and stacking at site as per direction of engineer-in charge from Bhaukpong to site of work ( Hill Road ) ( Lead 115.00 km )
1.03
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Carriage of Engineering Materials like forest product such as sand, Boulder,stone shingle,stone aggregate, moorom from quarry site by mechanical transport including Loading, Unloading and stacking in measurable stack as per direction of engineer in chargeat site of work from quarry to work siteon Hill/Katcha/Gravelled road. ( Lead 5.00 km )
3.95
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VII. SH: Parking Place
-
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Preparation of sub grade (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.)
1175
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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.
1175
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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.)
352.5
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Carriage of Engineering Material such As Steel , Bitumen , Bitumen Emulssion, CGI Sheet, etc By mechancal Transport including Loading, Unloading and stacking at site as per direction of engineer-in charge from Bhaukpong to site of work ( Hill Road ) ( Lead 115.00 km )
48.18
-
-
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Carriage of Engineering Materials like forest product such as sand, Boulder,stone shingle,stone aggregate, moorom from quarry site by mechanical transport including Loading, Unloading and stacking in measurable stack as per direction of engineer in chargeat site of work from quarry to work siteon Hill/Katcha/Gravelled road. ( Lead 5.00 km )
503.37
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