Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date9 Nov 2022
Closing Date16 Nov 2022
Tender Amount₹ 1,22,80,413
Costs
EMD
₹ 1,22,804Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of 2 (two) Unit Type-iv
Description
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Contact
Tender Id
2022_PWDAP_895_1Bid Award Id
ViewTender No
PKD/PKSD/NIT/MDEV/2022-23/16Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
SH: EARTH WORK
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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.
156.06
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Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
69.56
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Filling in plinth with sand under floor including watering, ramming, consolidation and dressing complete.
31.77
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SH: CEMENT CONCRETE WORK
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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.
35.63
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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) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
96.84
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Providing and laying damp proof course 38 mm thick with cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 12.5 mm nominal size).
37.1
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SH: RCC WORK
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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 : 1 :1.5 :3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
7.2
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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).
6.75
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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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
11.93
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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) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
27.82
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Centring and shuttering including strutting, propping etc and removal of form work for :
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a) Foundation, footings, bases of columns etc. and mass concrete.
28.8
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
384.72
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c) Lintels, beams, girders, bressumers and cantilevers etc.
452.3
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d) Column, pillars, posts and struts etc.
190.8
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e) Suspended floor, chajja, cantiliver
64.78
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Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
9085.91
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SH: BRICK WORK
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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).
47.02
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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.
128.12
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Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level
47.02
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Extra for half brick masonary in superstructure above floor two level.
128.12
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SH: WOOD WORK
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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.
2566.88
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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.
2809.88
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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. 38mm thick best available local wood class - B I
87.34
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Providing and fixing 30 mm thick wire gauge shutters using galvanized mild steel wire gauge of IS gauge designation 85G with wire of dia 0.56 mm for doors, windows and clerestory windows including iron butt hinges with necessary screws.
57.1
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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).
280
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Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
123
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Providing and fixing 12 mm thick and 100 mm wide pelmet with 25 mm dia wooden curtain rod and brackets including fixing with 25 x 3 mm MS flat 10 cm long and plugs etc complete. Timber class - A IV
44.8
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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) Plain grill
909.5
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Providing and fixing MS sliding door bolts, bright finished or and black enamelled with nuts and screws etc complete a) 300 x 16 mm
16
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Providing and fixing MS tower bolts (barrel type) with necessary screws etc complete.
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a) 250x10mm
32
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b) 150x10mm
120
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Providing and fixing MS handles with necessary screws etc complete.
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a) 125mm
32
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b) 100mm
120
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Providing and fixing MS Hooks and Eyes. 300mm
60
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SH: STEEL WORK
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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.
10
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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).
3400
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SH: FLOORING WORK
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Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. a) 40mm thick
159.9
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Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor. 18 mm thick
26.74
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White glazed tiles/colour 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
47.28
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SH: ROOFING WORK
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Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Blue scope building product) shee troofing fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.
340
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Providing and fixing Durashine zinc-Aluminium alloy coated (TATA Bluescope building product) sheet ridges fixed with necessary fasteners and lapping method as described by the manufacturer inclusive of cutting hoisting and fixing complete, excluding the cost of purlins, rafters and trusses.
208
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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).
159.9
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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. Best local approved quality wood.
749.3
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Extra for making chamfered edges of beading.
749.3
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Providing and fixing on wall face C.I/PVC 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). a) 100 mm diameter pipe
36
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Providing and fixing on wall face C.I/PVC 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). CI/PVC Plain bend a) 100 mm diameter
20
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SH: FINISHING
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
500.84
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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.
252.68
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6 mm cement plaster to ceiling 1 : 3 (1 cement : 3 fine sand).
76.68
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Applying one coat of cement primer of approved brand and manufacture on wall surface.
252.68
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Providing two coats of acrylic water based wall putty/; wall filler of Asian Paints / Berger / Dulux over concrete / cement plaster / brick walls and ceilings both internal and external after removing all loosely adhering materials from the wall / ceiling surface with the help of emery stone, putty blade or wire brush, moisturing the wall with the help of sufficient quantity of clear water as specified and sirected by the department.
660.74
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Interior Walls : Finishing wall with water proffing cement paint of required shade (a) New work (Two or more coats applied @3.84Kg/10sqm)
660.74
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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.
252.68
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Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
387.44
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Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work.
107
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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.
387.44
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Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
107
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SH: MISCELLANEOUS
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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.
77.12
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SH: DRAIN
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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.
128.54
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Providing laying and jointing glazed stone ware/PVC 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. 100 mm dia SW/PVC pipes
140
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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. 100 mm dia SW/PVC pipes
140
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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.
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)
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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SH: WATER SUPPLY
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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
60
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Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
12
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Providing and fixing brass stop cock of approved quality a) 15 mm nominal bore
12
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Providing and fixing PVC connection pipe with brass union B) 45 cm length a) 15 mm nominal bore
12
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SH: SANITARY WORKS
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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 Pattern WC Pan
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 a pair of 15 mm CP brass pillar taps of heavy quality.
4
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Providing and fixing Kitchen sink including making all connection excluding cost of fittings. a) White glazed fire clay sink size 600x450x150 mm
2
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Providing and fixing CP Brass Chain and rubber plug complete for sink or wash basins a) 32 mm dia
4
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Providing and fixing CP Brass or MI trap for wash basin and sinks a) 32 mm dia
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 in position 25 mm dia mosquito proof coupling of approved municipal design
4
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SH: TOILET REQUISITES
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Providing and fixing 600 x 120 mm glass shelf with CP brass brackets and guard rail complete, fixed to wooden cleadts with CP brass screws.
6
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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
6
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Providing and fixing toilet paper holder a) CP Brass
4
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Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes
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a) 100 mm dia
16.4
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b) 50 mm dia
3.6
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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 complet
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a) 100x100x100 mm dia
4
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b) 50x50x50 mm dia
4
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SH:- 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.
15.3
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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.
1.53
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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).
5.58
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P/L Cement concrete 1:2:4 (1cement :2Coarse sand : 4 stone aggregate 20mm nominal size) excluding cost of centering in : Foundation and plinth
0.51
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Reinforcement of RCC work including bending, binding and placing in position complete. a) Cold twisted bars.
117.49
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Centring and shuttering including strutting, propping etc and removal of form work for : Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
6.8
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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).
0.88
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
28.94
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Neat cement punning.
28.94
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SH:- FURNIRURE
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Wooden Cot
8
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Computer table
2
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Plastic Chair
12
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Wooden Meat safe
2
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Computer Chair
2
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A/Water filter 19 Ltr.
2
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Dinning Table with sunmica top
2
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Central table with sunmica top
2
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Dining Chair
12
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Tea Pay
2
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Dressing Table
2
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Sofa set with cushion (Best Quality)
2
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SH:- Boundary Wall- 272.00 Mtrs
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Earth work in excavation in foundation and trenches in soils containing 50% ormore 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.
155.36
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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.
18.56
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Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
16.89
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Reinforced cement Concrete work in foundation, footings, bases of columns etc. and mass concrete excluding cost of centering, shuttering and reinforcement in a) M20 ( 1 Cement : 1.5coarse sand : 3 Stone aggregate 20mm nominal size)
10.61
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Reinforcement cement concrete work in columns, pillars,piers,abutments, post and struts etc 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
15.9
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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 mortar1:3 (1cement:3finesand) of thickness not exceeding 6mm 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).
23.01
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Centring and shuttering including strutting, propping etc and removal of form work for
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a) Foundation, footings, bases of columns etc. and mass concrete.
108.44
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b) Lintels, beams, girders, bressumers and cantilevers etc.
269.28
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c) Column, pillars, posts and struts etc.
276.52
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
4907.78
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Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth.
342.72
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Extra for half brick masonry in superstructure above plinth level and up to floor two level.
342.72
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
685.44
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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
979.2
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SH: MS Gate
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Earth work in excavation in foundation and trenches in soils containing 50% ormore 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.
8.3
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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.
1.18
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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:
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a) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level.
0.63
-
-
Reinforcement cement concrete work in columns, pillars,piers,abutments, post and struts etc 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 exluding cost of centring, shuttering and reinforcement. a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
2.24
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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 mortar1:3 (1cement:3finesand) of thickness not exceeding 6mm 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).
0.63
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Centring and shuttering including strutting, propping etc and removal of form work for
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a) Lintels, beams, girders, bressumers and cantilevers etc.
8.4
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b) Column, pillars, posts and struts etc.
18.72
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Reinforcement of RCC work including bending, binding and placing in position complete. b) Tar/TMT steel
189.36
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Providing and fixing MS Gate / grills of required pattern in wooden frames of windows etc with MS flat, square or round barswith roundheaded boltsand nuts or by screws. MS Steel Gate and Cattle Trap (3.50M wide)
541.55
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-
SH: CC Approach road
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Dry Lean Cement Concrete Sub-Base ( Construction of dry lean cement concrete Sub-Base over a prepared sub-grade with coarse and fine aggregate confirming to IS:383, the size of coarse aggregate not exceeding 25mm, 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 150kg/cum, optimum moisture content to be determined during trial length construction, cement strength not to be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electrostatic sensor , compacting with 8-10 tonnes vibratory roller, finishing and curing)
48
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Cement Concrete Pavement ( Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400kg per cum, coarse and fine aggregate confirming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching plant as per approved mix design, for M40 Grade having minimum 28 days flexural stength of 4.5 Mpa, using approved admixtures, 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 compond, finishing to lines and grades as per drawing)
45
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