Uttarakhand Agricultural Produce Marketing Board Tender
View complete overview of Uttarakhand UKAPMB Tender
Uttarakhand Agricultural Produce Marketing Board - UKAPMB Tender
Eprocure
Opening Date15 Feb 2019
Closing Date2 Mar 2019
Tender Amount₹ 2,83,68,000
Costs
EMD
₹ 5,20,000Document Cost
Refer DocumentsTender 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
2019_UAPMB_15569_1Bid Award Id
ViewTender No
eNivida/2019-144Tender Authority
Uttarakhand Agricultural Produce Marketing Board ViewPurchaser Address
-Website
http://https://www.ukapmb.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% 2.34
110
-
202.12
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :Pipes, cables etc. exceeding 80 mm dia. but not
exceeding 300 mm dia 2.10.1.2
55
-
226.41
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration2.35.3.1
666.96
-
129.24
Supplying earth broght from outside lead upto 15 km
45
-
489.13
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.1
2210
-
88.35
Supplying and stacking at site.63 mm to 45 mm size stone aggregate
221
-
1465.44
Supplying and stacking at site.Stone screening 13.2 mm nominal size (Type A)
44.2
-
1693.65
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density
309.4
-
462.01
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
203.75
-
4675.19
Providing and laying damp-proof course 50mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate
20mm nominal size).
60.91
-
342.23
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece
of cloth lightly soaked in kerosene oil.
60.91
-
143.48
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :"1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
3.35
-
5941.66
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
244.5
-
8467.38
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
27.88
-
9384.88
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
43.66
-
9384.88
Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
82.79
-
9384.88
Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
1.97
-
9384.88
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
15.72
-
213.53
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
247.84
-
492.78
Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers
331.74
-
361.03
Centering and shuttering including strutting, propping etc. and removal
of form for all heights :Suspended floors, roofs, landings, balconies and access
platform
630.71
-
436.58
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Stairs, (excluding landings) except spiral-staircases
18.69
-
430.06
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
24.92
-
74022.11
Providing and fixing in position 12mm thick bitumen impregnated fiber per cm board conforming to IS: 1838, including cost of primer, sealing compound depth per
Grade-A in expansion joints.
530.4
-
485.76
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
4.76
-
5346.38
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
125.84
-
6160.41
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
252.24
-
753.05
Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
252.24
-
75.55
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
45.12
-
2833.11
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws
27
-
2292.78
Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : 250x16 mm
24
-
180.65
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 250x10 mm
60
-
72.77
Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete 150x10 mm
144
-
49.83
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 125 mm
60
-
31.41
Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : 100 mm
144
-
28.69
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
72.12
-
397.67
Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete. 50 mm
16
-
202.56
Profile C Fixing with adjustable lugs with split end tail to
each jamb
156.4
-
435.82
Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
904.5
-
124.08
Providing & fixing glass panes with putty and glazing clips in steel doors,
windows, clerestory windows, all complete with : 5.5 mm thick glass panes
72.36
-
1073.92
Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete With 12 mm mild steel U beading
72.36
-
628.59
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding
940.68
-
118.48
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
26
-
155.38
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
383.4
-
97.94
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
30.78
-
2328.38
Extra for providing mechanical device chain and crank operation for operating rolling shutters. Exceeding 10.00 sqm and upto 16.80 sqm in the area
30.78
-
787.88
Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Raj Nagar plain
326.35
-
1910.45
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
345.22
-
1294.84
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc., complete.
210.84
-
983.1
Providing and fixing stone slab with table rubbed, edges rounded and
polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal
partitions by cutting a chase of appropriate width with chase cutter and
embedding the stone in the chase with epoxy grout or with cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6
mm nominal size) as per direction of Engineer-in-charge and finished
smooth. Granite Stone of approved shade
1.8
-
3547.3
Chequerred precast cement concrete tiles 22 mm thick in footpath &
courtyard, jointed with neat cement slurry mixed with pigment to match
the shade of tiles, including rubbing and cleaning etc. complete, on 20
mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Ordinary cement without any pigment
580
-
715.38
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
488.04
-
1107.67
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase
129.4
-
155.54
Providing and fixing on wall face 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, Single socketed pipes. 110 mm diameter
38.8
-
251.79
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. Bend 87.5° 110 mm bend
10
-
175.6
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. Shoe (Plain)110 mm Shoe
10
-
320.77
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. Single tee without door 110x110x110 mm
10
-
270.16
Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse
sand) and a coat of neat cement, rounding the edges and makinG and finishing the outlet complete.
10
-
202.88
Providing and fixing unplasticised -PVC pipe clips of approved design
to unplasticised - PVC rain water pipes by means of 50x50x50 mm
hard wood plugs, screwed with M.S. screws of required length,
including cutting brick work and fixing in cement mortar 1:4 (1 cement
: 4 coarse sand) and making good the wall etc. complete. 110 mm
30
-
205.49
15 mm cement plaster on the rough side of single or half brick wall of mix :
1549.1
-
187.83
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
557.66
-
162.45
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
770.51
-
197.77
Applying priming coat: With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
201.94
-
35.81
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
455.41
-
29.35
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied
@ 2.20kg/10 sqm
590.23
-
159.19
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water
thinnable priming coat with cement primer
2287.04
-
97.51
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
657.35
-
115.49
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
2287.04
-
120.59
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
2
-
3687.84
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
6
-
2533.87
Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
2
-
5200.68
Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm
6
-
1448.32
P/L 110 mm dia UPVC soil waste pipe with pressure 6km/cm2 for sewer.
87.7
-
760.87
Providing and fixing PTMT towel rail complete with brackets fixed to
wooden cleats with CP brass screws with concealed fittings
arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width
78 mm and effective height of 88 mm, weighing not less
than 190 gms.
6
-
588.59
P/F UPVC nahini trap 100x100mm dia
12
-
652.18
Providing and fixing PTMT soap Dish Holder having length of 138mm,
breadth 102mm, height of 75mm with concealed fitting arrangements,
weighing not less than 106 gms.
6
-
179.3
Providing and fixing unplasticised -PVC pipe clips of approved design
to unplasticised - PVC rain water pipes by means of 50x50x50 mm
hard wood plugs, screwed with M.S. screws of required length,
including cutting brick work and fixing in cement mortar 1:4 (1 cement
: 4 coarse sand) and making good the wall etc. complete. 110 mm
24
-
205.49
P/F UPVC TERMINAL GUARD 100 mm dia
8
-
326.09
Providing and fixing unplasticised P.V.C. connection pipe with PTMT
Nuts, collar and bush of approved quality and colour. 15 mm nominal bore with 45 cm length
28
-
81.19
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. Bend 87.5° 110 mm bend
16
-
175.6
P/F UPVC Door bend 100 mm dia
16
-
380.44
Providing and fixing P.V.C. waste pipe for sink or wash basin including
P.V.C. waste fittings complete. Flexible pipe 32 mm dia
11
-
80.92
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.Single tee without door 75x75x75 mm
16
-
270.16
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic
flushing cistern
2
-
11230.77
Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink with drain board 510x1040 mm bowl depth 250 mm
1
-
7665.42
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,
i/c making good the walls etc. concealed pipe, including painting
with anti corrosive bitumastic paint, cutting chases and making good
the wall : 15 mm dia nominal bore
46.9
-
332.66
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc. 20 mm dia nominal bore
17
-
270.98
Providing and fixing G.I. pipes complete with G.I. fittings and clamps,
i/c cutting and making good the walls etc. 25 mm dia nominal bore
18.5
-
330.6
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc.40 mm dia nominal bore
100
-
363.21
Providing and fixing C.P. brass bib cock of approved quality conforming
to IS:8931 : 15 mm nominal bore
8
-
499.46
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore
4
-
673.64
providing and fixing brass gate valve 20mm dia
2
-
380.44
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore
2
-
466.15
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40 mm nominal bore
2
-
636.42
Providing and fixing PTMT grating of approved quality and colour. Circular type 100 mm nominal dia
12
-
53.53
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. Circular tank
2000
-
7.88
Providing and fixing ball valve (brass) of approved quality, High or lowpressure, with plastic floats complete :20 mm nominal bore
2
-
445.54
Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 25 mm nominal bore
2
-
398.7
Providing and fixing C.P. brass long body bib cock of approved
quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore
12
-
663.75
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore
28
-
551.85
Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
4
-
154.08
P/L 150 mm dia UPVC pipe with pressure 6kg/cm2 for sewer line.
100
-
923.92
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
100.2
-
787.72
Providing and fixing square-mouth S.W. gully trap class SP-1
complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
8
-
1707.89
Constructing brick masonry manhole in cement mortar 1:4 ( 1
cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate
20 mm nominal size) finished with a floating coat of neat cementcomplete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
-
9246.78
Extra for depth for manholes : Size 90x80 cm With Sewer bricks conforming to IS : 4885
4.5
-
6711.61
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
146.4
-
455.76
Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
122
-
41.47
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor
single core cable etc. as required.
112
-
780.44
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop
earthing as required.
400
-
176.08
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as
required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
140
-
115.22
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
380
-
142.39
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as
required. 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
50
-
240.22
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as
required. 2 X 10 sq. mm + 1 X 6 sq. mm earth wire
180
-
355.44
Supplying and drawing following pair 0.5 mm dia FRLS PVC insulated annealed copper conductor, unarmored telephone cable in the existing surface/ recessed steel/ PVC conduit as
required. 2 Pair
90
-
19.56
Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing
surface/ recessed steel/ PVC conduit as required.
60
-
30.43
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5
sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
2
-
836.96
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed
conduit as required. 20 mm
150
-
57.61
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed
conduit as required. 25 mm
50
-
70.65
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
20
-
429.35
Supplying and fixing suitable size GI box with modular plate
and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular
switch, connections etc. as required.
14
-
329.35
Supplying and fixing call bell/ buzzer suitable for single phase,
230 V, complete as required.
1
-
66.31
Supplying and fixing following way prewired TP&N MCB distribution
board of steel sheet for 415 volts on surface/ recess complete with
loose wire box, terminal connectors for all incoming and outgoing
circuits, duly prewired with suitable size FRLS PVC insulated
copper conductor up to terminal blocks, tinned copper bus bar,
neutral link, earth bar, din bar, detachable gland plate,
interconnections, powder painted including earthing etc. as
required.(But without MCB/ RCCB/ Isolator)8 way (4 + 24), Double door
6
-
11309.84
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole and neutral
144
-
479.35
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 A
6
-
716.31
Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
6
-
728.26
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of
2.7 meter long etc. with charcoal/ coke and salt as required.
4
-
4880.46
Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
140
-
29.35
Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
26
-
308.7
Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
40
-
46.74
Supplying and fixing brass batten/ angle holder including connections etc. as required.
20
-
80.44
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch
12
-
88.04
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 A socket outlet
12
-
85.87
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. Telephone socket outlet
4
-
103.26
Supplying and fixing following modular switch/ socket on existing modular plate & switch box including connections but excluding modular plate etc. as required. TV antenna socket outlet
2
-
102.17
Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 75 mm X 75 mm X 60 mm deep
6
-
96.74
Providing and fixing plain 16/0.20 mm (0.50 sq.mm) twin circular flexible FRLS PVC insulated, PVC sheathed copper conductor cable direct on the wll with PVC clips etc. as required.
20
-
20.65
Supplying & fixing installation, of CFL lamp TORNADO HPF 20w cdl e 27 220-240V ict/I2
20
-
429.35
Supply and installtion of testing commissiong of pre wired .
30
-
4347.85
Supplying & installation, testing and commissioning of pre-wired, fluorescent fitting/ Complete fluorescent fitting ( Type t5) aof all types complete with all accessores and etc. directly on celling/ well including connection with 1.5 sq mm FR PVC INSULATED COPPER CONDUCTOR SINGLE CORE CABLE AND EARTHING ETC. AS REQUIRED. CAT PHILIPS TCS 350 2XTL5-2L5-28W EBE MI HAVELLS Turbo Force 300 mm single phase
3
-
4744.59
HAVELLS Turbo Force 450 mm single phase
1
-
7417.43
P/F bracket light HAVELLS EBONY 1x40W E27 Mini GLS Lamp
5
-
2369.58
S/F testing and commissioning of ceiling fan including wiring the down rods of standard lenth ( upto 30 cm ) with 1.5 sq mm FR PVC insulated copper conductor single core cable etc. as required (1200 mm sweep) HAVELLS Metallic Colour ss-390
26
-
3391.32
Supply and fixing of mirror light BAJAJ BJCH111 1x11 W Retrofit CFL
6
-
978.27
S/F Decorative Ceilling light fittings with thermoplastic high impact compact fitting in CFL 18 watt complete all in respect. PHILIPS FBS033 2xP-C/4P 18W RG-FR EBW
20
-
2315.23
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5
mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of
3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
26
-
155.38
Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
24
-
7.61
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
180.24
-
171.2
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
120.76
-
122.17
disposal of surplus excavated earth
25.18
-
217.39
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
12.71
-
4675.19
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of cenering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
11.03
-
6771.99
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
6.49
-
7689.49
Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete
45.39
-
213.53
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts
64.66
-
492.78
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
2.15
-
74022.11
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
78
-
4258.83
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in sperstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)
17.34
-
6160.41
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
1.17
-
5941.66
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
324
-
162.45
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
57.22
-
197.77
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1260
-
97.94
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
3037.5
-
97.94
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
78.95
-
29.35
Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
1838.5
-
159.19
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
177.5
-
115.49
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for
measurements and disposal of unserviceable material as directed, within a lead of 50 m : Ordinary rock : Pipes, cables etc. not exceeding 80 mm dia
325
-
197.67
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work : 50 mm diameter pipe
325
-
80.92
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :50 mm diameter pipe
215
-
15.38
Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 25 mm diameter pipe
110
-
9.51
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 50 mm da nominal bore
215
-
434.24
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 25 mm dia nominal bore
110
-
279.68
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 50 mm nominal bore
12
-
816.04
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore
10
-
466.15
Providing and fixing gun metal non- return valve of approved quality (screwed end) : 50 mm nominal bore Horizontal
8
-
1074.68
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :Ordinary rock : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
155
-
489.46
P/L 150 mm dia UPVC pipe with pressure 6Kg/cm2 for sewer line
155
-
923.92
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe
155
-
787.72
Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement morar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover
with frame (light duty) 455x610 mm internal dimensions,
total weight of cover and frame to be not less than 38 kg
(weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5
15
-
9246.78
Extra for depth for manholes : Size 90x80 cm With Sewer bricks conforming to IS : 4885
4.5
-
6711.61
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia. R.C.C. pipe
150
-
767.29
Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed,within a lead of 50 m : Ordinary rock : Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia
150
-
563.21
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
99.53
-
171.2
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
26.12
-
122.17
Disposal of surplus excavated soil as directed within a lead of 1 km
73.41
-
217.39
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6.19
-
4675.19
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
20.64
-
5346.38
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening
compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
20.8
-
581.8
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
6.62
-
6771.99
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access
platform
28.71
-
436.58
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers
11.3
-
361.03
Centering and shuttering including strutting, propping etc. and removalof form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
10.4
-
392.17
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
0.78
-
74022.11
20 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand)
44.73
-
247.93
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
2
-
1230.12
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
12
-
299.45
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
34.28
-
171.2
Disposal of surplus excavated soil as directed within a lead of 1 km
34.28
-
217.39
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
0.57
-
4675.19
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
10.69
-
5346.38
Providing and filling brick bats around shaft .
18.72
-
3260.89
Providing and laying in position specified grade of reinforced cement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
0.94
-
6771.99
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
0.11
-
74022.11
Providing and fixing in position pre-cast R.C.C. manhole cover and
frame of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
1
-
1230.12
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick
including accessories, and providing masonry enclosure with
cover plate having locking arrangement and watering pipe of
2.7 meter long etc. with charcoal/ coke and salt as required.
4
-
4880.46
Supplying and laying 6 SWG G.I. wire at 0.50 meter below ground level for conductor earth electrode, including connection/
termination with GI thimble etc. as required.
75
-
29.35
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 meter
below ground as strip earth electrode, including connection/
terminating with G.I. nut, bolt, spring, washer etc. as required.
(Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50 mm)
50
-
118.48
Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required. Above 8.0 meter and upto 10.0 meter
30
-
3959.81
S/L Aluminium conductor PVC insulated armoured serve sheathed cable 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mm thick sand around and protected with bruth bricks on side and on top. On surface the cable run shall be fixed on M.S clamps etc. of suitable size or as directed by the engineer-incharge complete in all respect the armouring of the cable shall be properly connected with the earth conducter by claps etc.b)(i) 10 sqmm 2 core cat A.(for street light )
600
-
266.31
q) (i) 95 sqmm 3.5 core cat A.( for isbt bldg)
200
-
867.4
s)(i) 150 sqmm 3.5 core cat A. ( for Trf. To fidder piller)
120
-
1233.7
Supplying of stell tube pole STP 8.5 Meter IS 410sp 21 ( for street light)
30
-
8913.09
Supplying and fixing of 32 mm dia X 2.00 meter long G.I. pipe
(medium class) bracket for mounting of fluorescent / HPMV /
HPSV street light fitting on pole including bending the pipe to
the required shape, 2 Nos. 40 mm X 3 mm flat iron clamps with
nuts, bolts and washer, painting the flat iron with primer and
finish paint etc. as required.
30
-
892.4
S/F of sodium vapour lamp street light fitting with aluminium cast body for 70w.s.v lamp i/c integral control gear 70 w.s.v lamp on pole all as direted CAT AA
30
-
8152.22
S/F street light pole box MPB 1713-P(170x135X100) With 63Amp MCB
30
-
3067.41
S/F gate lite PHILIPS HPS III 1xSON70W IC P/L G.I PIP[E WITH GI FITTING I/C Trenching and refilling
2
-
7228.3
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc. 40 mm dia nominal bore
600
-
363.21
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc. 65 mm dia nominal bore
200
-
569.84
Providing and fixing G.I. pipes complete with G.I. fittings including
trenching and refilling etc. 80 mm dia nominal bore
120
-
692.45
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means in foundation trenches or drains (not exceeding 1.5 m in
width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, lift upto 1.5 m, including getting out the excavated soil and
disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
22.09
-
171.2
Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations etc. in layers not exceeding 20cm in depth,
consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m.
16.6
-
122.17
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. 2.27
0.9
-
989.41
Disposal of surplus excavated erath lead upto 10 km
5.49
-
271.74
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration2.35.3.1
10.89
-
129.24
Providing and laying in position cement concrete of specified grade excluding
the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone
aggregate 40 mm nominal size)
2.85
-
4675.19
Providing and laying damp-proof course 50mm thick with cement concrete
1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate
20mm nominal size).
3.04
-
342.23
Providing & applying a coat of residual petroleum bitumen of grade of
VG-10 of approved quality using 1.7kg per square metre on damp proof
course after cleaning the surface with brushes and finally with a piece
of cloth lightly soaked in kerosene oil.
3.04
-
143.48
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
4.79
-
6771.99
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
0.85
-
7689.49
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
4.26
-
7689.49
Centering and shuttering including strutting, propping etc. and removalof form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
25.24
-
213.53
Centering and shuttering including strutting, propping etc. and removalof form for all heights : Columns Pillars, Piers, Abutments, Posts and Struts
14.72
-
492.78
Centering and shuttering including strutting, propping etc. and removalof form for all heights :Suspended floors, roofs, landings, balconies and accessplatform
32.27
-
436.58
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
0.3
-
74022.11
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) cum 4751.65
6.2 Brick work with common burnt clay modular bricks of class designation
6.32
-
5084
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
9.8
-
5898.02
Providing and fixing T-iron frames for doors, windows and ventilators ofmild steel Tee-sections, joints mitred and welded, including fixing ofnecessary butt hinges and screws and applying a priming coat ofapproved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)
54.68
-
90.98
Providing and fixing factory made ISI marked steel glazed doors, windowsand ventilators, side /top /centre hung, with beading and all memberssuch as F7D, F4B, K11 B and K12 B etc. complete of standard rolledsteel sections, joints mitred and flash butt welded and sash bars tenonedand riveted, including providing and fixing of hinges, pivots, includingpriming coat of approved steel primer, but excluding the cost of otherfittings, complete all as per approved design, (sectional weight of onlysteel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)
36
-
124.08
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) non-decorative type, core of block board construction withframe of 1st class hard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and face veneers on bothfaces of shutters: 30 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
2.52
-
1886.26
Providing and fixing ISI marked oxidised M.S. sliding door bolts with
nuts and screws etc. complete : 300x16 mm
2
-
188.26
Providing and fixing ISI marked oxidised M.S. tower bolt black finish,
(Barrel type) with necessary screws etc. complete : 250x10 mm
6
-
72.77
Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete : 150x10 mm
8
-
49.83
Providing and fixing ISI marked oxidised M.S. handles conforming to
IS:4992 with necessary screws etc. complete : 125 mm
2
-
31.41
Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete. Fixed to steel windows by welding
36
-
118.48
Providing & fixing glass panes with putty and glazing clips in steel doors,windows, clerestory windows, all complete with : 4.0 mm thick glass panes
2.88
-
830.93
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finishedwith a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
9
-
384.08
12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand)
55.36
-
162.45
15 mm cement plaster on the rough side of single or half brick wallof mix : 1:6 (1 cemet: 6 fine sand)
48
-
187.83
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
12.6
-
146.41
White washing with lime to give an even shade :New work (three or more coats)
57
-
17.6
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
58.96
-
62.88
Applying priming coat: With ready mixed pink or Grey primer of approved brand
and manufacture on wood work (hard and soft wood)
6.05
-
35.81
Applying priming coat: With ready mixed red oxide zinc chromate primer of
approved brand and manufacture on steel galvanised iron/
steel works
6.91
-
29.35
Painting with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of
suitable shade with ordinary paint of approved brand and
manufacture
12.96
-
115.49
Provision of Survey
1
-
38043.67
Providing 200 mm nominal dia. Casing pipe 6mm thick as per IS 389/4270 (blind pipe )
100
-
3260.89
Providing 200 mm nominal dia. Casing pipe 6mm thick as per IS 389/4270 (Slotted pipe)
35
-
3804.37
Providing 200 mm dia. Well cap
1
-
5978.29
200 mm dia. M.S bali plug
1
-
3260.89
200 mm dia. M.s socket
20
-
1086.96
200 mm dia. Center guide
4
-
923.92
Transportation of dual rotary rig machine computer,O.P unit and connecting T&P required drilling with other material upto site of work i/c loading/unloading, errection of rig machine
1
-
54348.1
Drilling of 450 mm dia. Bor from G.Lavel to m B.G.L
135
-
2717.41
Loring of 200 mm dia. Tube Well assembly
135
-
271.74
Supply of 106 mm to 4.8 mm size pea gravel with surrounding etc.
75
-
3043.49
water arrngement with auxiluiary bore
1
-
16304.43
Development of tube well by air compressure
60
-
3804.37
Development of tube well by OP unit
50
-
2173.92
Chemical and bexteriological testing of site
1
-
3260.89
100x75 mm size 3.0 m long R.S joist For foundation
2
-
8695.7
Supply of suitable size submersible pumping plant of KBS make (varible discharge according the lead 120 to 250 ipl at 30 to 40 m lead) i/c control pannel starter,gate/sluice valve column pipe, cable etc.
2
-
195653.16
Supply of spare pumping plant of above duty
2
-
76087.34
suppling 100 mm dia G.I heavy class as per IS 1239 1978 at rail head/central store .
35
-
1304.35
supply of G.I specials @ 10% of the cost of pipe
0.1
-
45652.4
supply of G.I specials @ 5% of the cost of pipe
0.05
-
45652.4
Providing and fixing 15 cm wide, 45 cm overall semi-circular plainG.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts andwashers etc., including making necessary connections with rainwater pipes complete. 0.80 mm thick with zinc coating not less than 275 gm/m²
11.34
-
265.87
Earth work in excavation by mechanical means (Hydraulic means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth leadupto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
1.26
-
169.13
Cartage of 100 mm dia. Pipe specials and firring from site store to site of works lowering them into trenches laying through to aliment and gradiment laying and kointing of pipeline i/c cutting and threading of pipes for making up length as required for proper complection of works
35
-
70.65
S/F Of following fitting i/c cartage labour T&P etc. valve class I is 788/1971, 100 mm dia
2
-
11956.58
80 mm dia
1
-
7065.25
Supply all materials, labour T&P etc. and construct saluice valve chambers as per type desingn
3
-
12500.06
Unforseen
1
-
543.48
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift upto 1.5 m, including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
282
-
171.2
Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
39
-
122.17
Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size)
57
-
4675.19
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
39
-
6771.99
Centering and shuttering including strutting, propping etc. and removalof form for all heights :Suspended floors, roofs, landings, balconies and accessplatform
270
-
436.58
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
6
-
74022.11
Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
90
-
5084
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 gradedstone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
180
-
384.08
20 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
540
-
247.93
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.2.8.1
132.28
-
171.21
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 2.25
30.47
-
122.17
Providing and laying in position cement concrete of specified grade excludingthe cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stoneaggregate 40 mm nominal size)
5.36
-
4675.19
Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone
aggregate 20 mm nominal size).
17.88
-
6771.99
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
18.14
-
7689.49
Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up tofloor five level, excluding cost of centering, shuttering, finishing andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone
aggregate 20 mm nominal size).
3.86
-
7689.49
Centering and shuttering including strutting, propping etc. and removal
of form for all heights : Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc.
64.26
-
392.17
Centering and shuttering including strutting, propping etc. and removalof form for all heights :Suspended floors, roofs, landings, balconies and accessplatform
25.76
-
436.58
Centering and shuttering including strutting, propping etc. and removalof form for all heights :Lintels, beams, plinth beams, girders, bressumers andcantilevers
4.14
-
351.25
Centering and shuttering including strutting, propping etc. and removalof form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
12
-
213.53
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.23
-
74022.11
52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening
compound mixed @ 2 litre per 50 kg of cement or as per manufacturer'sspecifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete.
20
-
581.8
12 mm cement plaster finished with a floating coat of neat cementof mix : 1:4 (1 cement: 4 fine sand)
80.84
-
220.93
Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality L D- 2.5 Rectangular shape 600x450 mm internal dimensions
6
-
1230.12
Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) as per standarddesign : With 20x20 mm square bar
30
-
299.45
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