Banda Development Authority Tender
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Banda Development Authority Tender
Eprocure
Opening Date24 Mar 2021
Closing Date30 Mar 2021
Tender AmountRefer Documents
Costs
EMD
₹ 10,76,450Document Cost
₹ 4,366Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_BDA_567452_2Bid Award Id
ViewTender No
1066/E TENDER/01/20-21Tender Authority
Banda Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km( 5 miles) from the side of work & including watering dressing etc. Rate to include cost of all material ; labour and tools & plants, etc. required for proper compleletion of work. (PWD 255)
475.2
-
1000
(B)PILE WORK
-
-
-
Boring of 30cm dia of double under reamed of 50 cm dia bulb and 3.5 meter depth in black cotton soil with hand operated augar machine including all labour T&P etc. for proper compeletion of work as per Iscode-2911(part-III) 4980:(Ch-4/New item-4 PWD 2020-21)
930.7
-
820
(C) CONCRETE WORK
-
-
-
Cement concrete with 4 cm(1/2")gauge approved stone ballast approved , coarse sand cement in the proportion (6:3:1) including supply of all materials, labour and tools and plants tec. Required for proper compeletion of work.(PWD 280)
358.35
-
4500
Providing and laying in position machine batched and machine mixed
design mix M-25 grade cement concrete for reinforced cement concrete
work, using cement content as per approved design mix, including
pumping of concrete to site of laying but excluding the cost of centering,
shuttering, finishing and reinforcement, including admixtures in
recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability
as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).DSR-5.33.1
-
-
-
All works above plinth level upto floor V level,DSR-5.33.2
746
-
7806.07
Providing M-30 grade concrete instead of M-25 grade BMC/
RMC. (Note:- Cement content considered in M-30 is @
340 kg/cum).(DSR-5.33.1+DSR 5.34.1)
242.69
-
6698.54
Centering and shuttering including strutting, propping etc. and removal
of form for :
-
-
-
DSR-5.9.1,Foundations, footings, bases of columns, etc. for mass concret
1595.21
-
236.57
DSR-5.9.3, Suspended floors, roofs, landings, balconies and access
platform
1491.07
-
575.48
DSR-Shelves (Cast in situ)
129.43
-
575.48
DSR-5.9.5, Lintels, beams, plinth beams, girders, bressumers and
cantilevers
1790.75
-
458.4
DSR-5.9.6, Columns, Pillars, Piers, Abutments, Posts and Struts
1244.92
-
609.23
DSR-5.9.7, Stairs, (excluding landings) except spiral-staircases
169.5
-
516.77
DSR-5.9.9, Arches, domes, vaults up to 6 m span
151.2
-
498.21
Supplying and fixing of RCC grills and jali of approved pattern make at site of work in cement concrete of cement coarse sand and 6mm size of stone grit in proportion of 1:2:4 rienforced with 6 mm dia M.S. wire/Bar including shuttring and finishing with 1:3 cement fine sand 1.25 FM mortar includingsupply of all materials labour tools etc. for proper compeletion of work. (Chapter-18/Sl no.-4)
79
-
600
(D) Brick work
-
-
-
Class 150 brick work in 1:6 cement of 1.25 finenesss modulus mortar in foundation and and plinth including supply of all materia, labour and T&P etc. required for proper compeletion of the work(PWD 303 )
363.05
-
5100
Same item above but in 1:3 cement and coarse sand mortar, insuper structure.(PWD 307)
731.48
-
5450
(E) WATER PROOFING
-
-
-
2 .5 Cm thick D,.P.C with Cement consisting of concrtete part cement 1.5 part approved coarse sand and 3 part approved 13mm graded stone grit and including water proofing material as approved by the Engineer in Charge in
the proprortion as specified but the manufacture
including supply of all material, labore T&P for
proper completion of he work. Including proper
curing and shuttering as necessary.(PWD-361)
468.75
-
240
Providing and laying water proofing treatment on roofs of slabs by
applying cement slurry mixed with water proofing cement compound
consisting of applying:
(a) after surface preparation, first layer of slurry of cement @ 0.488
kg/sqm mixed with water proofing cement compound @ 0.253
kg/sqm.
(b) laying second layer of Fibre glass cloth when the first layer is
still green. Overlaps of joints of fibre cloth should not be less
than 10 cm.
(c) third layer of 1.5 mm thickness consisting of slurry of cement
@ 1.289 kg/sqm mixed with water proofing cement compound
@ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will
be allowed to air cure for 4 hours followed by water curing for 48
hours. The entire treatment will be taken upto 30 cm on parapet
wall and tucked into groove in parapet all around.
(d) fourth and final layer of brick tiling with cement mortar (which
will be paid for separately.(DSR 22.6)
774.59
-
523.05
(F) ANTI TERMITE TREATMENT
-
-
-
Providing and injecting chemical for Pre-Constructional anti-termite treatment and creating and chemical barrier under and around the coloumn pits will trenches basment excavation top surface if Plinth filling junction of wall and floor , along the external per meter of binding expansion joints surrounding of pipes and conduit etc. Complete ( Plinth area of the building at ground floor only shall be measured as per I.S 6313 ( Part II 1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of Chlordane will be used .The rate of application of Chemical emulsion shall be as follow :- ( 1 ) Treatment for masonary and foundation 5 Lit. Per Sq. M. (2 ) Back filling in immediate contact with foundation 7.5 Lit. Per Sq. Mtr. ( 3 ) Treatment of top surface of Plinth filling 5 Lit. per Sq. M. ( 4 ) Treatment of soil along external per meter of Building 7.50 Lit. Per Sq. Mtr. (5 ) Treatment of Soil under apron along External Per Met. 5 Lit. Per Sq. Mtr. ( Sor/CH-7/add item- )
1105.79
-
155
( G ) DOORS AND WINDOWS
-
-
-
Providing wood work in frames of doors, windows, clerestory windows
and other frames, wrought framed and fixed in position with hold fast
lugs or with dash fasteners of required dia & length ( hold fast lugs or
dash fastener shall be paid for separately),Second class teak wood DSR-9.1.1
3.03
-
108098.52
Supply and fixing of 40 mm thick commercial quality sitapur ply or other approved plywood flush shuttering including fixing and adjustment of hinges, bolts, lock handles spring and /or other fitting but excluding their supply and including their supply and paintring with two coat of black japan on all iron fitting if necessary and including fixing the glass panes with putty and brad glass to be 4 mm thick fitting with necessary screw to be supplied depatmentally.(PWD- 470) 40 mm thick
151.36
-
2000
Same as Itme No-7.2 add 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).(DSR-9.23)
151.36
-
333.31
Same as Itme No-7.5 add Extra for providing vision
panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) overall area of door shutter to bemeasured) :
Rectangular (DSR-9.24.1)
9.9
-
173.95
Float glass panes of nominal thickness 4 mm (weight not
less than 10 kg/sqm) DSR ICD-2406
10
-
300
providing and fixing decorative high pressure laminated sheetof plain / wood Providing & Fixing 1.00mm thick decorative high
pressure laminated sheet of plain / wood grain in gloss /
matt / suede finish with high density protective surface
layer and reverse side of adhesive bonding quantity
conforming to IS : 2046 Type S, including cost of adhesive
of approved quality.(DSR-9.127.1)
302.72
-
699.78
Approximate cost of brass fitting with screw for doors,(PWD- 474)
151
-
910
Providing and fixing factory made uPVC white colour sliding glazed window
upto 1.50 m in height dimension comprising of uPVC multi-chambered
frame with in-built roller track and sash extruded profiles duly reinforced
with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll
forming process of required length (shape & size according to uPVC
profile), appropriate dimension of uPVC extruded glazing beads and
uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white
powder coated) touch locks with hook, zinc alloy body with single nylon
rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm
size for fixing frame to finished wall and necessary stainless steel screws
etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, including drilling of holes for fixing hardware's and drainage of
water etc. After fixing frame the gap between frame and adjacent finished
wall shall be filled with weather proof silicon sealent over backer rod of
required size and of approved quality, all complete as per approved
drawing & direction of Engineer-in-Charge. (Single / double glass panes,
wire mesh and silicon sealent shall be paid separately) (DSR-9.147D)
-
-
-
Three track three panels sliding window with fly proof SS wire
mesh (Two nos. glazed & one no. wire mesh panels) made of
(small series) frame 92 x 44 mm & sash 32 x 60 mm
both having wall thickness of 1.9 ± 0.2 mm and single glazing
bead of appropriate dimension (Area of window upto 1.75 sqm). (DSR-9.147D.2)
1075.36
-
7435.19
(I ) MILD STEEL AND IRON WORK
-
-
-
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-incharge,
(for payment purpose only weight of stainless steel members
shall be considered excluding fixing accessories such as nuts, bolts,
fasteners etc.) (DSR10.28)
4660
-
477.83
Mild steel or iron work,Fe-500, in plain work such as reinforced
concrete or reinforced brick work (When not included
in and an over all rates) brought to required shape as
necessary including bending for proper completion of
the work and excluding the supply of steel and its
wastage Bend, hooks and authorized over lapping shall
be measured upto floor to level.l.(PWD 504)
98500
-
56
(J) PLASTERING & POINTING
-
-
-
12 mm thick plaster on brick work minimum thickness not less than 10 mm with one part of cement 2 part of fine sand of 1.25 fineness modulus.(PWD 582)
5313.24
-
140
6 mm thick plastering on ceiling and soffit of stairs upto floor two level of insteadof plastering on walls,1 cement : 3 fine sand(Not less than 1.25 FM) :DSR-13.16.1
1024.04
-
188.78
(K) Flooring
-
-
-
Providing and laying Polished Granite stone flooring in required design
and patterns, in linear as well as curvilinear portions of the building all
complete as per the architectural drawings with 18 mm thick stone slab
over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4
coarse sand) laid and jointed with cement slurry and pointing with white
cement slurry admixed with pigment of matching shade including rubbing
, curing and polishing etc. all complete as specified and as directed by
the Engineer-in-Charge.Polished Granite stone slab jet Black, Cherry Red, Elite Brown,Cat Eye or equivalent. (DSR-11.56.1)
152.12
-
2928.34
Providing and fixing 18 mm thick Granite (gang saw
cut) mirror polished, premoulded and prepolished,
machine cut for kitchen platforms, vanity counters,
window sills, facias and similar locations, of required
size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 (1 cement : 4 coarse
sand), joints treated with white cement, mixed with
matching pigment, epoxy touch ups, including
rubbing, curing, moulding and polishing to edges to
give high gloss finish etc. (DSR-8.2.2.2)
250
-
3327.78
providing and layingof 8 to 10 mm thick ivory or light shade vitrified tiles of 600x600 mm size in flooring or skirting laid with 1:3 cement mortar ( 1 cement, 3 coarse sand) finishing with pigment , grouting & polishing compelete I/C S/o all material labour T&P etc, required for proper compeletion of work excluding base concrete.(PWD CH14/NI)
2009.99
-
1400
(L) PAINTING AND DESTEMPERING
-
-
-
Painting or varnishing new iron work in small areas or new wood work with two coats ( up to one square meter)of ready mixed priming paint and two coat of approved superir quality ready mixedpaint or varnish including supply of all material and labour and tools and plants etc, required proper compeletion of work. paint to be used should confirm the ISI.(PWD 641+642)
99
-
88
Finish walls with one coat of water proofing cement paint of approved make quality and of required shade on new work with two coats to given even shades including suply of all material and proper compeletiopn of work. For boundry wall (PWD 660)
1053.35
-
45
as iteme no.661 above but for each coat of water proof cement paint to give even surface For boundry wall (PWD 661)
1053.35
-
18
providing and applying white cement based putty of average thickness 1 mm approved brand and manufature ,including all material and labour , T&P etc.(PWD 13.8)
6047.47
-
115
Wall painting with acrylic emulsion paint of approved brand and
manufacture to give an even shade, two or more coats : DSR-13.60.1
4993.92
-
103.5
Finishing wall with textured exterior pain of required shade : new work( two or more coats applied at 3.28 litre per 10 sqm ) over and including priming coat of exterior primer applied @ 2.2 kg per 10 sqm. (PWD - 13.45.1)
1053.35
-
140
(M) STONE WORK
-
-
-
Providing and fixing machine cut, mirror/ eggshell polished , Marble
stone work for wall lining (veneer work) including dado, skirting, risers of
steps etc., in required design and pattern wherever required, stones of
different finished surface texture, on 12 mm (average) thick cement
mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with white cement
slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed
with pigment of matching shade, including rubbing, curing, polishing
etc. all complete as per Architectural drawings, and as directed by the
Engineer-in-Charge.
8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona,
Fire Red or Dark Emperadore etc. D.S.R.-8.11
180
-
7326.87
Providing and fixing dry cladding upto 10 metre heights with 30mm thick
gang saw cut stone with (machine cut edges) of uniform colour and
size upto 1mx1m, fixed to structural steel frame work and/ or with the
help of cramps, pins etc. and sealing the joints with approved weather
sealant as per Architectural drawing and direction of Engineer-in-charge.
(The steel frame work, stainless steel cramps and pins etc. shall be
paid for separately).: White sand stone/gwalior mint sand stone - 30mm thick gang saw cut stone DSR-8.20.2
1228.59
-
1998.67
Providing and fixing adjustable stainless steel cramps of approved quality,
required shape and size, adjustable with stainless steel nuts, bolts and
washer (total weight not less than 260 gms), for dry stone cladding
fixed on frame work at suitable location, including making necessary
recesses in stone slab, drilling required holes etc complete as per
direction of the Engineer-in-charge. .:DSR-8.21
1912
-
271.53
Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. ( BASED ON (D.S.R. NO. 14.72 )
1301.2
-
214.19
(N) CONCRETE PAVEMENT
-
-
-
ConstructionofGranularsub-base(GSB)byprovidingcoarse
graded material, spreading in uniform layers with motor
grader on prepared surface, mixing by mix in place method
with rotavator at OMC, and compacting with vibratory roller
to achieve the desired density, complete as per clause 401 of
Morth,For grading I material for GSB, for makig base for main road ,PWD-4.1
297
-
160
Providing and laying of Rubble moulded Zig-Zag Interlocking Concrete block pacement having thickness 80 mm as per drawing and Technical clause 1504(PWD-SOR-6.7)
1693.5
-
840
(O) ROOF WORK
-
-
-
Providingandlaying"brickcoba"12mmthicklaidwithM-150
class brick bat coba 7.50cm thick with gap of 15mm to each
other, over 20mm thick base of cement mortar 1:4 cement and
coarse sand mixed with water proofing compound spreding
cement slurry mixed with acrelic cement concrete water proofing
compound filled gaps of coba & top of coba mortar mixed with
water proofing compound in 1:4 cement and coarse sand mortar
finished smooth & top mashed false square 30cmX30cm and side
wall parapet shall be mono tythic plaster wall upto 30cm higher
and junction and corner shall be rounded by brick ballast cement
and coarse sand masonary coba with top finished plaster mixed
with acetic water proofing compound @ 2% by weight & including
supply of all material, labour, T&P etc complete for proper
completion of work.(PWD CH11/NI-1)
627.79
-
750
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. (DSR-12.22)
10
-
161.92
(A) SANITARYWARE & INTERNAL DRAINAGE
-
-
-
Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. :DSR-17.78,Make:-Hindware- Studio Cat No.-20061 + Model: Concealo (80 mm) or equivalent as approved by Engineer-in-charge
20
-
11502.49
Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. :DSR-17.16A,,Hindware, Cera & Jaquar,Hindware- Cat No.-F160027or equivalent as approved by Engineer-in-charge or equivalent as approved by Engineer-in-charge
20
-
247.07
Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-Make DSR-17.7A
-
-
-
(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer,make-Hindware, Cera & Jaquar,Hindware- Cat No.-10080 + F400009 or equivalent as approved by Engineer-in-charge
18
-
3656.73
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 225 mm :DSR-17.10.1.2,(Jayna-SBF- 06 or equivalent as approved by Engineer-in-charge)
3
-
4859.01
Providing and fixing C.P. sink mixer with swinging spout J-pipe. including painting of fittings and brackets, cutting and making good the walls wherever require: Hindware, Cera & Jaquar,Hindware- Cat No.-F110027 as per market rate pr equivalent+ 10% labour charge
3
-
3439.05
Providing and fixing C.P. brass bib cock heavy quality15 mm, daia(400gms) ISI marked including, supply of all material, labour and T& P etc, required for proper compeletion of work. PWD-239, water supply/ch-4
18
-
720
Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineerin- charge. :DSR-17.22A,Hindware, Cera & Jaquar,Hindware- Cat No.-F850004
18
-
733.25
Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia DSR:17.22B,Hindware, Cera & Jaquar,Hindware- Cat No.-F280022 + F160055 or equivalent
18
-
5076.48
Providing and fixing PTMT Bottle Trap for Wash basin and sink. : DSR-17.7
-
-
-
Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms :DSR-17.70.1,Prayag, Watertec & Omplast,Prayag: Cat No. 105 or equivalent
-
-
-
Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms :DSR-17.70.2,Prayag, Watertec & Omplast,Prayag: Cat No. 106
12
-
289.46
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. :DSR-17.69
-
-
-
Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45 gms :DSR-17.69.1,Prayag, Watertec & Omplast,Prayag: Cat No. 103
18
-
82.83
Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms :DSR-17.69.2,Prayag, Watertec & Omplast, Prayag: Cat No. 104
6
-
98.4
Semi Rigid PVC waste pipe for wash basin 32 mm dia with length not less than 700 mm i/c PVC waste fittings : DSR-7117 ,SBD, JPS
18
-
20.76
Semi Rigid PVC waste pipe for sink and wash basin 40 mm dia with length not less than 700 mm i/c PVC waste fittings DSR-7118, SBD, JPS
3
-
27.4
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. :DSR-17.31
18
-
1065.39
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms: DSR-17.71, Polytuf, Aquieen, SBD & Tagve
14
-
131.65
Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms :DSR-17.72, Polytuf, Aquieen, SBD & Tagve
14
-
189.49
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. :DSR-17.73
-
-
-
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. DSR-17.73.2,Polytuf, Aquieen, SBD & Tagve
9
-
494.48
Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. DSR-17.33
30
-
699
Providing and fixing toilet paper holder : DSR-17.34
-
-
-
C.P. brass :DSR-17.34.1, Hindware, Cera & Jaquar,Hindware - F870008
20
-
484.72
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : DSR-18.22
-
-
-
100 mm diameter : DSR-18.22.1,Hindware, Cera & Jaquar,Hindware - F160034 + F160024
9
-
126.13
Providing and fixing PTMT swivelling shower, 15 mm nominal bore,
weighing not less than 40 gms DSR-18.64,Polytuf, Aquieen, SBD & Tagve
9
-
92.79
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore :DSR-18.53
-
-
-
15mm nominal bore : DSR-18.53.1, Hindware, Cera & Jaquar,Hindware - F110045
85
-
441.75
(B) WATER SUPPLY
-
-
-
Composite Pressure Pipes
-
-
-
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes the costs of cutting chases and including testing of joints complete as per direction of the engineer in charge. Concealed work, including cutting chases and making good the wall etc.
-
-
-
1216 (16 mm OD) pipe :DSR-18.2.1,(MAKE-Astral, Vectus & Finolex)
30
-
366.31
1620 (20 mm OD) pipe : DSR-18.2.2,(MAKE-Astral, Vectus & Finolex)
120
-
397.41
2025 (25 mm OD) pipe: DSR-18.2.3,(MAKE-Astral, Vectus & Finolex)
60
-
459.6
2532 (32 mm OD) pipe :DSR-18.2.4,(MAKE-Astral, Vectus & Finolex)
30
-
550.98
Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-ALPE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80 0C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer in charge. Internal work - Exposed on wall :
-
-
-
1216 (16 mm OD) pipe :DSR-18.1.1,( Make:Astral, Vectus & Finolex ,or equivalent as approved by Engineer-in-charge)
12
-
207.92
1620 (20 mm OD) pipe :DSR-18.1.2,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
15
-
243.09
2025 (25 mm OD) pipe :DSR-18.1.3,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
25
-
301.38
2532 (32 mm OD) pipe : DSR-18.1.4,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
120
-
389.4
3240 (40 mm OD) pipe: DSR-18.1.5,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
130
-
547.66
4050 (50 mm OD) pipe :DSR-18.1.6,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
20
-
684.88
Providing and fixing Polyethelene-Aluminium- Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with trenching, refilling and testing of joints complete as per direction of the engineer in charge. (External work)
-
-
-
1216 (16 mm OD) pipe: DSR-18.3.1,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
12
-
187.87
1620 (20 mm OD) pipe : DSR-18.3.2,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
25
-
210.95
2025 (25 mm OD) pipe : DSR-18.3.3,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
25
-
257.16
2532 (32 mm OD) pipe : DSR-18.3.4,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
30
-
325.04
3240 (40 mm OD) pipe : DSR-18.3.5,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
50
-
454.79
4050 (50 mm OD) pipe : DSR-18.3.6,(Make:Astral, Vectus & Finolex, or equivalent as approved by Engineer-in-charge)
10
-
592
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
-
-
-
25 mm nominal bore. At terrace floor and water lifting pipe:DSR-18.17.1
2
-
412.81
20 mm nominal bore. At terrace floor :DSR-18.17.2
2
-
382.13
32 mm nominal bore. At terrace floor :DSR-18.17.3
6
-
482.65
40 mm nominal bore. At terrace floor :DSR-18.17.4
6
-
563.31
50 mm nominal bore. At terrace floor:DSR-18.17.5
2
-
721.75
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : DSR-18.18,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
-
-
-
15 mm nominal bore : DSR-18.18.1,: -make-Zoloto, Sant & AIP
-
-
-
20 mm nominal bore (In Shaft) :DSR-18.18.2,: -make-Zoloto, Sant & AIP
20
-
320.85
Providing and fixing gun metal non- return valve of approved quality
(screwed end) : DSR-18.19
-
-
-
25 mm nominal bore DSR-18.19.1
-
-
-
Horizontal , DSR-18.19.1.1,: -make-Zoloto, Sant & AIP. or equivalent as approved by Engineer-in-charge
1
-
396.66
Vertical , DSR-18.19.1.2,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
1
-
418.87
32 mm nominal bore , DSR-18.19.2
-
-
-
Horizontal , DSR-18.19.2.1,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
2
-
532.88
Vertical, DSR-18.19.2.2,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
2
-
588.43
40 mm nominal bore ,DSR-18.19.3
-
-
-
Horizontal ,DSR-18.19.3.1,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
2
-
657.98
Vertical, DSR-18.19.3.2,: -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
2
-
813.5
50 mm nominal bore , DSR-18.19.4
-
-
-
Horizontal, DSR-18.19.4.1, : -make-Zoloto, Sant & AIP . or equivalent as approved by Engineer-in-charge
2
-
949.97
Vertical,DSR-18.19.4.2, : -make-Zoloto, Sant & AIP
2
-
1038.86
Supply and fixing low density polyethlenetank Sintex or equivalent,( PWD Banda, water Supply, Chapter-4, New Item)
-
-
-
Circular tank 1 Nos.,:- (Make-Sintex, Vectus & Polycab . or equivalent as approved by Engineer-in-charge)
5000
-
8
Circular tank 1 Nos.
10000
-
8
Circular tank 2 Nos. @ 5000 Each
10000
-
8
Construction of underground RCC Water Tank (50 k lit) with water proofing as per standared, sleeve as required, manhole cover and foot rest etc as per contractor's GA drawing and approved by Site incharge & engineers.( As per Rate analysis)
1
-
649777.79
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.: DSR-18.62
-
-
-
15 mm nominal bore, 105 mm long, weighing not less than 138 gms : DSR-18.62.1, Make- Polytuf, Aquieen, SBD & Tagve . or equivalent as approved by Engineer-in-charge
-
-
-
20 mm nominal bore, 120 mm long, weighing not less than 198 gms : DSR-18.62.2, Make- Polytuf, Aquieen, SBD & Tagve . or equivalent as approved by Engineer-in-charge
-
-
-
25 mm nominal bore, 152mm long, weighing not less than 440 gms : DSR-18.62.3, Make- Polytuf, Aquieen, SBD & Tagve . or equivalent as approved by Engineer-in-charge
2
-
393.8
40 mm nominal bore, 206mm long, weighing not less than 690 gms: DSR-18.62.4, Make- Polytuf, Aquieen, SBD & Tagve . or equivalent as approved by Engineer-in-charge.
2
-
604.92
50 mm nominal bore, 242mm long, weighing not less than 1240 gms : DSR-18.62.4, Make- Polytuf, Aquieen, SBD & Tagve . or equivalent as approved by Engineer-in-charge
2
-
1038.2
(C) EXTERNAL DRAINAGE
-
-
-
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 :DSR-2.10.1.2
210
-
302.42
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 o f 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,150 x 100 mm size P type ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR-19.4.2.1
12
-
1924.27
Providing, fixing & testing uPVC SWR pipes confirming to IS 13592 (Type B) alongwith all required fittings like tees, bends, crosses with or without access doors jointed with approved solvent cement as per manufacturer's recommendations, fixed to walls and ceilings with clamps complete including cutting and making good the floors and walls where required complete of outer diameter. ( price to be inclusive of fire rated UPVC wherever crossing from one floor to another floor occurs.),Non-DSR
-
-
-
80 mm OD (make-Supreme or equivalent (as per market rate)
40
-
725
100 mm OD(make-Supreme or equivalent (as per market rate)
110
-
1032
150 mm OD(make-Supreme or equivalent (as per market rate)
180
-
1785
200 mm OD(make-Supreme or equivalent (as per market rate)
90
-
2804
250 mm OD(make-Supreme or equivalent (as per market rate)
30
-
3833
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: (300 mm thick brick masonry wall): DSR-19.30
-
-
-
Inside dimensions 455x610 mm and 45 cm deep for single pipe line ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.30.1.1
8
-
5033.59
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.30.2.1
6
-
5712.03
Extra for depth beyond 45 cm of brick masonry chamber :DSR- 19.31
-
-
-
For 455x610 mm size, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.31.1.1
8
-
3304.08
For 500x700 mm size,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.31.2.1
6
-
4721.66
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 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 (450 mm thick brick masonry wall)
-
-
-
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:DSR-19.7.1.
6
-
9055.09
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg),With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR-19.7.2.1
3
-
19048.12
Extra for depth for manholes
-
-
-
Size 90x80 cm,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.8.1 .1
4
-
6230.18
Size 120x90 cm ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.8.2.1
4
-
7468.74
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 :DSR- 19.15.1
60
-
350.58
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete,For pipes 100 to 250 mm diameter :Non-DSR
1
-
2000
(D) STORM WATER DRAINAGE & RECHARGE WELL
-
-
-
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. :DSR- 12.22
12
-
202.65
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. :DSR- 12.44, Make-Viega . or equivalent as approved by Engineer-in-charge
12
-
39.23
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.400 mm nominal size dia : DSR- 23.1& DSR- 23.1.1.3
40
-
595.53
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. :DSR- 23.3, 200 mm nominal size dia :DSR- 23.3.3
35
-
885.2
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge,200 mm nominal size dia :DSR- 23.4.3
35
-
943.12
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. :DSR- 23.5
15
-
1101.51
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in :DSR- 23.6
10
-
1101.51
Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. :DSR- 23.7
5
-
1101.51
Development of tube well in accordance with IS : 2800 (part I) and IS:
11189, to establish maximum rate of usable water yield without sand
content (beyond permissible limit), with required capacity air
compressor, running the compressor for required time till well is fully
developed, measuring yield of well by "V" notch method or any other
approved method, measuring static level & draw down etc. by step
draw down method, collecting water samples & getting tested in
approved laboratory, i/c disinfection of tubewell, all complete, including
hire & labour charges of air compressor, tools & accessories etc.,
all as per requirement and direction of Engineer-in-charge., DSR 23.12
50
-
712.11
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 : :DSR- 2.10
-
-
-
All Kind of Soil,Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia :DSR- 2.10.1.2
200
-
302.42
Providing, fixing & testing uPVC SWR pipes confirming to IS 13592 (Type B) alongwith all required fittings like tees, bends, crosses with or without access doors jointed with approved solvent cement as per manufacturer's recommendations, fixed to walls and ceilings with clamps complete including cutting and making good the floors and walls where required complete of outer diameter. ( price to be inclusive of fire rated UPVC wherever crossing from one floor to another floor occurs.),Non-DSR
-
-
-
80 mm OD (make-Supreme or equivalent (as per market rate)
15
-
725
100 mm OD(make-Supreme or equivalent (as per market rate)
15
-
1032
150 mm OD(make-Supreme or equivalent (as per market rate)
75
-
1785
200 mm OD(make-Supreme or equivalent (as per market rate)
50
-
2804
250 mm OD(make-Supreme or equivalent (as per market rate)
30
-
3833
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), 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 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:(300 mm thick brick masonry wall)
-
-
-
Inside dimensions 455x610 mm and 45 cm deep for single pipe line,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.30.1.1
8
-
5033.59
Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.30.2.1
5
-
5712.03
Extra for depth beyond 45 cm of brick masonry chamber.
-
-
-
For 455x610 mm size ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.31.1.1
8
-
3304.08
For 500x700 mm size ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR-19.31.2.1
5
-
4721.66
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 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 (450 mm thick brick masonry wall)
-
-
-
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 :DSR- 19.7.1.1
6
-
9055.09
Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg),With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.7.2.1
4
-
19048.12
Extra for depth for manholes :DSR- 19.8
-
-
-
Size 90x80 cm,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.8.1 .1
6
-
6230.18
Size 120x90 cm ,With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.8.2.1
4
-
7468.74
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 :DSR- 19.15.1
50
-
350.58
Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design , With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.27.1
2
-
4325.42
Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : (450 mm thick brick masonry wall) , With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, :DSR- 19.28.1
2
-
4811.8
Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design : (450 mm thick brick masonry wall), :DSR- 19.29
-
-
-
With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 :DSR- 19.29.1
1
-
8178.32
Saptivc tank as required xcapacity, excavation, pcc, brickwork, RCC and compelete civil work as par Analyse rate
-
-
-
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