Urban Development And Housing Department Tender
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Urban Development And Housing Department Tender
Civil And Construction
Building Construction
Eprocure
Opening Date27 Jan 2024
Closing Date3 Feb 2024
Tender Amount₹ 31,78,700
Costs
EMD
₹ 3,18,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APUDH_1611_1Bid Award Id
ViewTender No
CEUD/PLG/HOME-485/2023-24Tender Authority
Urban Development And Housing Department ViewPurchaser Address
-Website
http://http://udarunachal.gov.in/
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Documents
BOQ Items
Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres.)
554.4
-
-
Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
237.6
-
-
Disposal /Carriage of Excavated Earth/ Rocks including loading unload ing and carring by Mechanical Trasport including fuel and mechanical staff etc and lead of 7km from site.
50% of Quanity of Eaqrth work
396
-
-
GUEST HOUSE
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. ordinary soil
353.07
-
-
b) Hard Soil
151.32
-
-
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
100.88
-
-
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
27.48
-
-
Dry rubble Flooring
42.2
-
-
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.
18.62
-
-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :b) in walls etc.
15.63
-
-
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).
67.2
-
-
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 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
50.38
-
-
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).
100.31
-
-
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).a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
44.76
-
-
Reinforced cement concrete work in stair cases (excluding landing) except spiral cases 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, preparing of the top surface and finishing, nosing upto floor two level but excluding the cost of centring, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
17.15
-
-
Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers bands and facias 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 the 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 fine sand : 4 stone aggregate 12.5 mm nominal size).
9.03
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :a) Foundation, footings, bases of columns etc. and mass concrete.
273.84
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
82.76
-
-
c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
1403.17
-
-
d) Lintels, beams, girders, bressumers and cantilevers etc.
868.25
-
-
e) Column, pillars, posts and struts etc.
643.86
-
-
f) Stairs (excluding landings) except spiral stair cases.
61.12
-
-
g)Vertical and horizontal fins individually or forming box louvers bands and facias.
116.88
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.b) Tar/TMT steel.
34724.92
-
-
Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
131.11
-
-
Extra for brick work in superstructure above floor two level, per floor per Cu.m. (1% of rate of brickwork from plinth up to floor two level).
131.11
-
-
Half brick masonry (with best available local bricks) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth.
531.06
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
531.06
-
-
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.
3.77
-
-
Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
6.36
-
-
Providing and fixing flush door shutters, decorative type, core of black board construction with frame of 1st class hard wood and well matched 1st class teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
49.77
-
-
35 mm thick factory made solid panel PVC door shutter of single piece extruded profile decorative finished (Wood grand finished)
17.01
-
-
Providing and fixing best available local wood glazed shutters for doors, windows and clerestory window using 7.5 kg/Sq.m. (3 mm thick glass panes) including black enamelled MS butt hinges with necessary screws.a) 35 mm thick
35.4
-
-
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).
137.8
-
-
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.
1130.38
-
-
Extra for making chamfered edges of beading.
1130.38
-
-
Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge
45.58
-
-
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.a) Timber class - A IV
69
-
-
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.
556.2
-
-
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.).
21
-
-
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
28
-
-
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
56
-
-
b) 150 x 10 mm
32
-
-
Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete.a) 125 mm
120
-
-
Providing and fixing MS Hooks and Eyes.c) 200 mm
64
-
-
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).
152
-
-
Providing and fixing iron pressed butt hinges bright finished with necessary screws etc complete.a) 125 x 65 x 2.12 mm
56
-
-
b) 75 x 47 x 1.70 mm
64
-
-
Providing and fixing 50 cm long aluminum kicking plate 100 x 3.15 mm anodised, transparent or dyed to required color or shade with necessary screws etc complete.
56
-
-
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).
6614.35
-
-
Pre-cast terrazzo tiles 20 mm thick with marble chips of sizes upto 6 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry including rubbing and polishing complete with tiles of :a) Light shades using white cement
584.44
-
-
Extra, if terrazzo tiles are laid in treads of steps not exceeding 30 cm in width.
13.65
-
-
Chequered terrazzo tiles 22 mm thick 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:c) Dark shade using ordinary cement
141
-
-
Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or/and residual bitumen applied hot @ 1.45,1.20 & 1.45 Kg. per Sq.m. of area respectively, second & fourth courses of roofing felt type-3 grade-I (hessian base finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per Sq.m. including preparation of surface excluding grading complete.
35.75
-
-
Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).a) 0.71 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm
1581.88
-
-
Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/ tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete :b) Precoated/mill finish aluminium Ridges plain (500- 600mm)
215.04
-
-
Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt. III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints with polymerized mastic, all complete as per direction of Engineer-in-Charge.
1581.88
-
-
12 mm cement plaster 1 : 6 (1 cement : 6 fine sand).
1911.82
-
-
20 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
849.7
-
-
Neat cement punning.
885.45
-
-
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
1597.01
-
-
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
808.34
-
-
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.
808.34
-
-
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.
1597.01
-
-
Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade.
3696.72
-
-
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).
849.7
-
-
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.
147.77
-
-
WATER SUPPLY AND SANITARY FITTINGS
-
-
-
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
450
-
-
b) 20 mm nominal bore
520
-
-
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).a) 15 mm nominal bore
480
-
-
b) 20 mm nominal bore
520
-
-
c) 32 mm nominal bore
410
-
-
Providing and fixing brass bib cock of approved quality.15mm bore
24
-
-
Providing and fixing brass stop cock of approved quality.a) 32 mm nominal bore
30
-
-
Providing and fixing brass full way valve with wheel of approved quality.a) 32 mm nominal bore
6
-
-
Providing and fixing non-return valve of approved quality.b) 32 mm nominal bore
8
-
-
SANITARY INSTALLATION
-
-
-
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) 100 mm dia SW pipes
164.37
-
-
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) 100 mm dia SW pipes
164.37
-
-
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.
10
-
-
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
4
-
-
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.Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC
8
-
-
a) 250 x 130 x 30 mm
8
-
-
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.
8
-
-
Providing and fixing 100 mm sand cast iron grating for gulley, floors or nahni trap.
6
-
-
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.
8
-
-
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
8
-
-
Providing and fixing toilet paper holder.a) CP Brass
8
-
-
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.c) 50 mm dia
68.25
-
-
Providing and fixing sand cast iron heel rest sanitary bend.a) 100 mm dia
8
-
-
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) 100 x 100 x 100 mm
8
-
-
Providing and fixing sand cast iron trap of self cleadnsing 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 100 mm outlet
8
-
-
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
110
-
-
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
-
-
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).(C) CI Plain shoes :b) 100 mm diameter
32
-
-
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.
26
-
-
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
-
-
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.
1
-
-
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.
7500
-
-
Add Carrying charges
1
-
-
Add for internal Electrical installation
12.5
-
-
SPTIC TANK
-
-
-
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.
21.06
-
-
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.
2.56
-
-
Half brick masonry (with best available local bricks)in cement mortar 1:3 (1cement : 3 coarse sand) in foundation and plinth.
21.64
-
-
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
21.64
-
-
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).
0.85
-
-
Centring and shuttering including strutting, propping etc and removal of form work fora) Foundation, footings, bases of columns etc. and mass concrete
3.62
-
-
b)Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
1.36
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.a) Mild Steel
128.21
-
-
15 mm cement plaster 1 : 3 (1 cement : 3 fine sand) on the rough side of single or half brick wall.
26.14
-
-
Neat cement punning.
26.14
-
-
Providing and fixing on wall face asbestos cement soil, waste and vent pipes including jointing with spun yarn soaked in bitumen and cement mortar 1 : 2 (1 cement : 2 coarse sand) complete.a) 100 mm dia
5
-
-
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.A) 100 mm dia.
8
-
-
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
-
-
Add Carrige Charge
1
-
-
PARKING
-
-
-
Earth work in excavation in foundation trenches not exceeding 1.50 m width or 10 Sq.m. on plan or drains not exceeding 1.50 m in width or 10 Sq.m. on plan including dressing of sides and ramming of bottoms, lift upto 1.50 m including getting out the excavated earth. b) Hard Soil
19.5
-
-
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.
9.75
-
-
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
6.5
-
-
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.
65
-
-
Add Carriage
1
-
-
CC PAVEMENT
-
-
-
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.
431.25
-
-
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.
393.75
-
-
Rolled Cement Concrete Base (Construction of rolled cementconcrete base course with coarse and fine aggregate conformingto IS:383, the size of coarse aggregate not exceeding 25 mmwith minimum, aggregate cement ratio15:1 and minimumcement content of 200 kg/cum, aggregate gradation to be as pertable 600-4 after blending,mixing in batching plant at optimummoisture content, transporting to site, laying with a paver withelectronic sensor, compacting with 8-10 tonnes smoothwheeledvibratory roller to achieve, the designedflexural strength,finishing and curing.
88.59
-
-
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.)
39.38
-
-
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)
69.41
-
-
Cable Duct Across the Road:-Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Triple Row for three utility services.
11.25
-
-
Add for Carriage of materials
1
-
-
GATE
-
-
-
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.
6.63
-
-
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
-
-
Reinforcement of RCC work including bending, binding and placing in position complete. b) TMT
343.16
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
2.88
-
-
e) Column, pillars, posts and struts etc.
24.96
-
-
d) Lintels, beams, girders, bressumers and cantilevers etc.
5.76
-
-
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).
0.9
-
-
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).
1.15
-
-
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) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size)
0.63
-
-
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead paint.b) In Tees, Angles and Channels
650
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
6.4
-
-
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.
6.4
-
-
Applying one coat of cement primer of approved brand and manufacture on wall surface.
6.4
-
-
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
9.6
-
-
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.
9.6
-
-
Add Carriage
1
-
-
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.
32.31
-
-
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.
6.52
-
-
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).
5.28
-
-
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).
10.16
-
-
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).
6.08
-
-
Reinforcement of RCC work including bending, binding and placing in position
complete. (a) TMT Bar
2738.36
-
-
Centring and shuttering including strutting, propping etc and removal of form work for :a) Columns
459.87
-
-
b) Lintel/Beams
576.05
-
-
Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand).
40.18
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
502.66
-
-
Steel work in single section including cutting, hoisting, fixing in position and applying a priming coat of red lead painta) In Tees, Angles and Channels
388.07
-
-
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
193.33
-
-
Applying one coat of cement primer of approved brand and manufacture on wall surface.
502.66
-
-
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.
502.66
-
-
Add Carriage for material
1
-
-
Single Size Bed (Drivers Room)
5
-
-
Deluxe Bed medium size
3
-
-
Super quality Bed for VIP Suits
3
-
-
Single Siize Matress
5
-
-
Queen Siize Matress
3
-
-
King Siize Matress
3
-
-
Study Table [Standard Size]
6
-
-
Study Chair [Standard Size]
6
-
-
Steel Almirah (Medium)
3
-
-
Sofa Set (3+2 Seater with Table)
5
-
-
Visitor Chair
10
-
-
Conference table
2
-
-
Coference Chair
15
-
-
Counter Table
2
-
-
Steel reck
3
-
-
Armed Chair
10
-
-
Steel multi utility Chair 2 seater
2
-
-
Fire extinguishersi) Class A Fires— Water expelling type extinguishers.
5
-
-
CCTV External surveillance
487.5
-
-
RAIN WATER HARVESTING
-
-
-
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.a) Ordinary Soil
41.25
-
-
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:
1.47
-
-
Reinforced work in foundation footing, bases of columns, etc. and Mass concrete excluding cost of centering and shuttering, finishing and reinforcement in M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
3.38
-
-
Reinforced cement concrete in 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 :b)M20 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
6.86
-
-
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).in M20 1:1.5:3 (1 cement :1.5 coarse Sand :3 Stone Aggregate 20 mm nominal size)
2.2
-
-
Shuttering a) Foundation, footings, bases of columns etc. and mass concrete.
5.24
-
-
b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
63.36
-
-
c) Suspended Floors
17.06
-
-
Reinforcement of RCC work including bending, binding and placing in position complete.
1197.62
-
-
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.
6
-
-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualityRectangular shape 600x450 mm internal dimensions
2
-
-
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
36
-
-
Neat cement punning.
36
-
-
Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S.sheet gutter with iron brackets 40x3mm size, bolts, nuts and washersetc., including making necessary connections with rain water pipescomplete.a).63 mm thick with zinc coating not less than 275 gm/m
82
-
-
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.110 MMa) Single tee with door 75x75x75 mm
52
-
-
Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gm
52
-
-
Carriage of Materials
1
-
-
Provision of Pump of 2HP
1
-
-
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