RSK CONSTRUCTION

Mail ID: rskconstruction22@gmail.com

Contact : 9047156874, 7502678875

QUOTATION
QUOTATION NO: RSK/QO-003/2022-2023
DATE 17-Feb-23

PRELIMINARY COSTING CTS SITE DEVELOPMENT

SI No ITEMS DESCRIPTION Unit Quantity Rate Amount Remarks Reference Pics

1 Paver Supplying and laying of PAVER driveway UPGRADATION. Sqm. 2180 - Laying Only Paver
Pathway/Driveway (Holding 40 tonne capacity) Supply Client Scope

Supplying and laying GRASS PAVER BLOCK 80mm Thick Rubber mould
fine finished Cement concrete Grass paver block , With 12mm rod Laying Only Paver
2 Grass Paver Block reinforce , Grade of concrete M40, Color – Standard Grey, Size Sqm. 1330 -
Supply Client Scope
600mmx400mmx 80mm thick coverage area-2.66sqft / piece(Holding
40 tonne capacity)

a.) Removing of existing Paver block with cement motar as per drawing
& site engineer instruction. cost to includes carting away and disposing For 1 Km of Disposal
of all debris away from site to the Corporation dumping area including Sq.m 50 424.00 21,200.00 Travel
all lead and lift etc. all as required and as directed.
Removing and refixing
3
existing Paverblocks
b.) Removing and refixing of existing paver blocks of any shape,size and
thickness with cement motor of ratio 1:2 without damaging the paver
blocks. Cost include all the necessary works etc as persite engineer Sq.m 100 848.00 84,800.00
instruction.

Supply of Red earth from outside and Land preparation by spreading

cow dung manure and mixing in soil up required depth for landscape
4 Landscape Earth Filling area to achieve the ratio 3:1 (3 parts earth: 1 part manure),as per mix Cum 305 - -
technical specifications
necessary, watering, levelling, shaping etc

Landscappe earth filling

5 from the existing Shifting of the existing soil as per required location while execution of Cum 300 - -
available soil shown by the works.
site team
 Removing and refilling Removing and refilling of existing excavated landscape earth/manure
6 of existing earth filling soil. Cum 800 - -

Providing and Laying of various Diametre of Hume Pipe by using Crane

7 Hume Pipe and fixing in portion including collar packing with gunny bag cement RMT 10 2,700.00 27,000.00
along with waterproofing admixture with proper line and levels
including all lead lift, leak testing for collar etc.. (Dia = 450)
Removing of Curb wall (RCC, Masnory or Precast) in the pathway of
8 Removal of Curb Wall Driveway if required inclusive of necessary additional bracing RMT 295 170.00 50,150.00 With Coping
reinforcement/ motar/Brick and cutting away of existing reinforcement concrete remove
as per the instructions of the architect.
a.) CURB WALL : Providing and laying of Cement concrete rubber
mould fine finished Kerb stone -size 600 Length *450,Height *110mm
Thick, Grade M20, Colour Standard grey . Cost include plain cement
concrete using hard graded granite stone jelly of size 40 mm in both the RMT 150 400.00 60,000.00 Laying Only
Maximum
side of road.
9 Curb Wall
b.)CURB WALL: Providing and laying masonry curb wall of thcikness
matching with existing with 1:3 cement-sand mortar. Wall should be
ready to receive POP/ paint. Cost to Include chicken mesh at joints, RMT 150 400.00 60,000.00 Laying Only
Maximum
necessary items and cleaning

10 Removing and reusing Removal and reusing of existing curb wall, placing in required location RMT 380 360.00 136,800.00
existing curbwall and reusing it carefully as directed by site incharge.

Providing and applying hot applied thermoplastic road marking

materialwith glass beads extremely high skid resistance 2.5mm thick
with primer coat (tack coat) for binding on cement concrete road/paver
blocks surface. All labour materials with special aggregates etc, as
11 Thermosetting Paint specified in B.S. part-I & II 1989 and carrying out the marking on any RMT QRO -
road on center line and other lane marking continuous for intermittent
100mm or 150mm width and also pedestrian crossings stripes as well
as spraying further quality of glass beads of type II uniformly into a
mono layer on to the hot paint line in quick succession of the paint
spraying operation @ 250gms per sq.mt. area as directed and as per
B.S./M.O.S.T. specification in white/yellow colour
Enamel Paint (curb wall 2 finishing coat enamel paint of approved shade applied evenly with flat
12 area) roller to give approved uniform matt finish a per manufacturers RMT 600 - -
specifications, on specification in black/yellow colour
RCC PRECAST HD MANHOLE COVER i)
Size inner 750x750mm,frame, slab thick 150mm with cover slab to Nos 30 11,030.00 330,900.00
holding 40 tonne capacity.
ii) Size inner 600x600mm,With 300x300mm opening,frame slab thick
RCC Precast HD Manhole 150mm with cover slab to holding 40 tonne capacity. Nos 55 6,560.00 360,800.00
13
Cover iii) Size inner 400x400mm,With 300x300mm opening,frame slab thick
150mm with cover slab to holding 40 tonne capacity. Nos 18 6,020.00 108,360.00
iv) Size inner 300x300mm,With 300x300mm opening,frame slab thick
150mm with cover slab to holding 40 tonne capacity. Nos 15 4,770.00 71,550.00

Change of Manhole Change the locations of exisitng Manhole chambers & covers as per the
14 drawing (Rate inclusive of removing & shifitng) Holding 40 tonne Nos 25 25,700.00 642,500.00 for 0.6m Height
chambers & covers
capacity
 Providing and laying REINFORCED CEMENT CONCRETE M40 grade
20mm aggregates in ramps, etc., providing pockets, openings, recesses,
chamfering, providing pvc cover block wherever required to give a
15 RCC (Ramp) Cum 65 15,900.00 1,033,500.00
smooth and even surface etc, for all heights in any shape, position,
thickness, etc. all complete as specified and directed. The average slab
thicknes of about 300mm. Cost incude framing and shutttwring etc.

Supplying, fabricating and placing in position HIGH STRENGTH

DEFORMED STEEL BARS REINFORCEMENT of all sizes of
dia for RCC work straightening, cleaning, decoiling, cutting,
bending to required shapes and lengths as per details, binding wire of
16 SWG black soft annealed at every intersection, supplying and placing
16 Steel for RCC Ramp with proper pvc cover blocks, PVC role covering 19 to 21 gauge width MT 8 116,600.00 932,800.00
56" to 59", supports overlaps, etc. for all heights and depths etc., all
complete as directed. Basic cost of steel is 90rs per kg. (Grade- Fe 550d
or Fe500d and Minimum Reinforcement dia is about 20mm for main
rods, 16mm for Sub rods and 8mm rods for strips etc.)

17 Removal & Refixing of Removing and refixing of Exterior Signage post for External Wayfinding. Nos 15 1,220.00 18,300.00
Signange Post Rate to include support fixtures.
Transportation and Trees includingexcavation, bar lapping, lifting,
loading, transportation and Transplanting. Digging pits,
manure or sludge, sand, fertilizer, growth hormone/rootex/bio
18 Transplanting of Trees fertilizer, guying, flooding with water, dressing including removal of nos 25 20,560.00 514,000.00
rubbish and surplus earth,with three months free maintenance
including weeding, watering, spraying, guying and Fertilizer application.
Maintenance period will be starting after
Transplantation of Tree.

RCC Foundation of Lamp Providing and Fixing Reinforced cement concrete 1:2:4 (1 cement : 2 Cum 25 15,400.00 385,000.00 Bolt client Scope
Post & Signange post coarse sand : 4 graded stone aggregate 40mm nominal size) foundation
including excavation, PCC bed, M-sand bed and refilling etc. as required.
(for 25nos of lamp post & 15nos signages)
Supply and provide new lamp post as per the location fixed by the
19 architect.(cost includes supply of new end to end core wire connection
New Lamp post Nos 10 - -
& includes light fixtures etc) Model to match exisitng lamp post as it is.
(Height=3.2m)

Removing & refixing of exisiting lamp post as per the location fixed
Removing & refixing of by the architect.(cost includes supply of new end to end core wire nos 15 - -
exisiting lamp post connection & dismanteling of exisiting)
 Road crossing trench : Providing and laying REINFORCED CEMENT
CONCRETE M40 grade using 20mm and down size graded crushed
stone aggregates in slabs, beams,wall, etc., providing pockets, openings,
recesses, chamfering, providing pvc cover block wherever required to
give a smooth and even surface etc. all complete for all heights in any
shape, position, thickness, etc. all complete as specified and directed.
(Rate inclusive of existing removing & earth work preparing base
foundation plastering, top covers, drain pipes etc shuttering, Shoring
and Strutting work with necessary supports).
20 Road crossing trench Supplying, fabricating and placing in position HIGH STRENGTH RMT 80 19,350.00 1,548,000.00
DEFORMED STEEL BARS REINFORCEMENT of all sizes of
dia for RCC work straightening, cleaning, decoiling, cutting,
bending to required shapes and lengths as per details, binding wire of
16 SWG black soft annealed at every intersection, supplying and placing
with proper pvc cover blocks, PVC role covering 19 to 21 gauge width
56" to 59", supports overlaps, etc. for all heights and depths etc., all
complete as directed. Basic cost of steel is 90rs per kg. (Grade- Fe 550d
or Fe500d). (Trench Inner Clear - 600mm x 600mm. Cover to have 40
tons of Load bearing capcity towers)Cost include shuttering etc.

Speed Breaker: Providing and laying REINFORCED CEMENT

21 Speed Breaker CONCRETE of speed breakers of height 50mm made of ABS material RMT 90 2,330.00 209,700.00
having resistance to impact load with nails and fixing with three
compounds adhesive.
Removing & Refixing of SS handrail from the Ramp area as per the
22 Termination of SS drawing (Rate inclusive of removing & shifitng, grinding, chamfering & RMT 50 640.00 32,000.00
Handrail proper finishng etc)

Demolision of existing RCC of any thickness including reinforcement

23 Demolision of RCC directed as per site engineer. cost to includes carting away and Cum 30 4,400.00 132,000.00
disposing of all debris away from site to the Corporation dumping area
including all lead and lift etc. all as required and as directed.

Providing and laying REINFORCED CEMENT CONCRETE M30

grade (350Kg/ cum) using 20mm and down size graded crushed stone
aggregates in SUB & SUPER STRUCTURE in foundation, Rcc wall,
bed,beam, slab, foundation, ramps, etc., providing pockets, openings,
24 RCC (Retaining wall, Cum 75 13,040.00 978,000.00
Pedestrain ramp) recesses, chamfering, providing pvc cover block wherever required to
give a smooth and even surface etc. all complete for all heights above
the plinth level in any shape, position, thickness, etc. all complete as
specified and directed. (Rate Inclusive of cost of framing and
shuttering)
 Supplying, fabricating and placing in position HIGH STRENGTH
DEFORMED STEEL BARS REINFORCEMENT of all sizes of
dia for RCC work straightening, cleaning, decoiling, cutting,
bending to required shapes and lengths as per details, binding wire of
25 MS Steel (Retaining wall, 16 SWG black soft annealed at every intersection, supplying and placing MT 10 116,600.00 1,166,000.00
Pedestrain ramp etc) with proper pvc cover blocks, PVC role covering 19 to 21 gauge width
56" to 59", supports overlaps, etc. for all heights and depths etc., all
complete as directed. Basic cost of steel is 90rs per kg. (Grade- Fe 550d
or Fe500d and Minimum Reinforcement dia is about 20mm for main
rods, 16mm for Sub rods and 8mm rods for strips etc.)

Providing and fixing filler type expansion joint with 2mm thick
copper plate, 20mm thick compressible fiber board, 20mm thick
26 Expansion Joint premoulded joint filler in expansion joint and filling joint sealant RMT 50 12,330.00 616,500.00
compound complete as per drawings and Technical specification. Cos
include necesary all necessary items etc.

Providing 12mm Thick PLAIN CEMENT PLASTER in internal walls of

cement mortar 1:5(1Cement : 5 sand by volume) on masonry,PCC/RCC
27 Cement Plastering surfaces including preparation of base, cleaning, hacking of concrete - -
urfaces,marking the button marks packing of electrical, plumbing
works, Chicken mesh fixing, scaffolding, finishing, curing etc.for all
heights and also including cost of cement etc complete., and as directed.
a.) 12mm Plastering Sq.m 0 530.00 -
b.) 19mm Plastering Sq.m 130 690.00 89,700.00
-

TOTAL 9,609,560.00
 RSK CONSTRUCTION
Mail ID: rskconstruction22@gmail.com
Contact : 9047156874, 7502678875
QUOTATION
QUOTATION NO: RSK/QO-003/2022-2023
DATE: 17-Feb-23
EXTERNAL HYDRANT
Sl. No. Description UoM QTY RATE AMOUNT REMARKS
Construction of Concrete Pedestal Supports including M.S.
9 Structural Supports - 900 x 300 x 300 mm ( For Supporting Nos 100 6,466.00 646,600.00 Pile Column
Above Ground fire Pipes )
11 Miscillenous work listed below Lot

a.) CEMENT PLASTERING 19mm: Providing and applying

Sand Cement Plaster 1:6 over masonry / RCC Surfaces to line
level and plumb to smooth finish ready receive.Cost inclusive Sq.m 130 689.00 89,570.00
of all complete inclusive of necessary scaffolding & curing.
Plastering 19mm average thickness.

b.) Core cutting in the wall /Rcc etc. cost include necessary
Nos 5 3,180.00 15,900.00
finishing work & carting debries away from the site.

c.) opening the existing tap off modify the tap off poistion
and close the same with proper dummy plate, Welding work
for required hydrant lines etc. Cost including welding, Nos 2 - -
grinding, buffing, painting and making curvature and fitting
the same and pressure test etc.

Sub - Total 752,070.00

 RSK CONSTRUCTION
Mail ID: rskconstruction22@gmail.com
Contact : 9047156874, 7502678875
QUOTATION
QUOTATION NO: RSK/QO-003/2022-2023
DATE: 17-Feb-23

FF - C&I - BOQ
S.no Work Description Specifcation Unit Qty Rate Amount Remarks
Dismantling/Removal of All Civil Elements Like existing brick / block
wall, existing wall cladding / flooring, door frames and lintels. Cost Sq.m. 13 3,710.00 48,230.00
inclusive of scoffoldings, ladder etc. CIVIL
Demolishing the Existing Gypsum panelling, From the existing partition ,
1 Demolition works one side will be demolished Sq.m. 5 106.00 530.00
CIVIL
Demolition of Existing Tiles/Granite Wall Cladding/Granite
Ledge/Threshold etc. of any thickness with cement mortar as per Sq.m. 13 1,060.00 13,780.00
architect's instruction.
Cement Plastering: 12 mm Thk. Cost inclusive of scoffoldings, ladder etc.
Sq.m. 20 371.00 7,420.00
Core cutting : 150mm core cutting in the RCC slab /wall with proper
core cutting machine. Cost inclusive of scoffoldings, ladder etc. Nos 54 1,590.00 85,860.00
Core cutting : 50mm core cutting in the RCC slab /wall with proper core
cutting machine. Cost inclusive of scoffoldings, ladder etc. Nos 30 1,272.00 38,160.00
Leveling Mortor: Providing and applying of levelling mortar of 20mm
thk. Cement Mortar 1:4 with neat levelling to plumb.Cost inclusive of Sq.m. 5 689.00 3,445.00
scoffoldings, ladder etc.
Providing and laying REINFORCED CEMENT CONCRETE M25
grade (350Kg/ cum) using 20mm
2 Civil Works and down size graded crushed stone aggregates in SUB & SUPER
STRUCTURE in foundation, Rccwall, Plinth beam, suspended
floors, slabs, beams, staircase landing, steps, headroom, facias,
fins, moulding, gutters, ducts, brackets, chajjas with drip moulds,
pedestals, posts, struts, equipments/machine foundation, ramps,
etc., providing pockets, openings, recesses, chamfering, providing Cum 2 16,950.00 33,900.00
pvc cover block wherever required to give a smooth and even
surface etc. all complete for all heights above the plinth level in
any shape, position, thickness, etc. all complete as specified and
directed. (Rate Inclusive of cost of reinforcement and shuttering)

Vitrified Tile Flooring :Match Existing Flooring (600mm x 600mm) first

quality approved make with a bed of 15mm mortar 1:3 (1 cement : 3
sand) in line and level, cleaning the finished surfaced including raking
3 Tile Work out the joints, flush pointing of joints of grout all complete at all heights Sqm 3 2,120.00 6,360.00
as per specifications

Providing and Laying 16-18mm Thick Polished Granite Cladding with

4 Granite cladding edge of the ledge to be 40mm thick.Cost to include cutting,Chamfering Sqm 15 3,710.00 55,650.00
and Fixing with necessary cement Mortar Ratio etc as per given drawing
Providing & fixing Marble/Granite flooring with cement motor of ratio
M5 in line and level, cleaning the finished surfaced including raking out
the joints, flush pointing of joints of grout all complete at all heights as
per specifications &Staircase Treads complete as per specifications with
15-18 mm thick mirror polished, machine cut Marble/granite matching
with existing . The granite treads shall be fitted with full round moulding
5 Flooring Works shall be fixed with cement grout on treads and the double thick moulded Sq.m 10 3,180.00 31,800.00
edge shall be joined with araldite adhesive to the tread. The cost shall be
inclusive of cutting, moulding, transportation, edge polishing, etc.
complete and also providing two parallel grooves in the treads as
specified.

Emulsion Paint (Exterior) : Providing and applying Plying three coats

ofAsian paint of approved shade & colour of Asian or equivalent on
internal wall surfaces wherever required at all heights to give an even
and uniform and smooth shade and fiish, applied over 2 coats of primer Sq.m. 250 - -
and putty of approved make as per manufacturer specification fully to
give a smooth and even surface including thoroughly brushing the
surface free from water / mortar dropping and other foreign matter and
sand papered smooth, complete per manufacturers specifications and as
directed. (Spider Kit method)
6 Painting Works Emulsion paint (Interior) : 2 finishing coat premium emulsion paint of
approved shade applied evenly with flat roller to give approved uniform
matt finish a per manufacturers specifications, on walls, gypboard / POP Sq.m. 300 - -
ceiling including surface preparation, primer coats, levelling patti Colour
as per selection. Make: Asian / Dulux. Cost inclusive of scoffoldings,
ladder etc.
Enamel paint: 2 finishing coat enamel paint of approved shade applied
evenly with flat roller to give approved uniform matt finish a per
manufacturers specifications, on walls, gypboard / POP ceiling including
Sq.m. 50 - -
surface preparation, primer coats, levelling patti Colour as per selection.
Make: Asian / Dulux. Cost inclusive of scoffoldings, ladder etc.

TOTAL AMOUNT 325,135.00

 SUMMARY FOR EXTENTION ROAD
SI NO DESCRIPTION OF WORK Unit QTY RATE AMOUNT
1 Clearing and Grubbing Road Land.
Clearing and grubbing road land including uprooting rank
vegetation, grass, bushes, shrubs, saplings and trees girth up to
300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to
be used or auctioned, up to a lead of 1000 metres including
removal and disposal of top organic soil not exceeding 150 mm
in thickness.

Sq.m 1050.00 6.49 6,814.50

2 Excavation for Roadway and drainage
Excavation including removal and satisfactory disposal of all
materias necessary for the construction of roadway and side
drains in accordance with the specifications and the lines,
grades and cross sections shown in the drawings or as indicated
by the Engineer
Cum 1550.00 310.00 480,500.00
3 Forming Embankment using carted earth from approved
source(95% Compaction) as directed by the departmental
officers with not less than CBR6% including cost and conveyance
of earth to site, spreading the earth uniformly in layers of not
exceeding 250 mm thick as directed by the department officers
including compacting each layer to the required density in
accordance with IS 2720 part VII at 95% Proctor density for
embankment and shoulders keeping the moisture content of
earth at the time of compaction within the range of 1% above
and 2% below the OMC determined and plasticity index value of
not more than 20 and liquid limit not greater than 40 in
accordance with IS 2720 using required capacity rollers to
achieve the required density in each layer including watering
with all leads for water and finishing the surface to the line and
grades, sections as directed by the departmental officers and
including hire charges and running charges for the roller and all
other tools and plants employed for the work and all labour
charges widening of embankment including compacting the
original ground with power roller etc. complete for widening the
embankment. (Payment to be made for finished item of work
after compaction based on levels as per clause 301-305 of
MORT&H Specification)

Cum
440.00 658.59 289,779.60
4 Forming Sub grade using carted earth from approved source as
directed by the departmental officers with not less than CBR6%
including cost and conveyance of earth to site, spreading the
earth uniformly in layers of not exceeding 250 mm thick as
directed by the department officers including compacting each
layer to the required density in accordance with IS 2720 part VII
at 95% Proctor density for embankment and shoulders keeping
the moisture content of earth at the time of compaction within
the range of 1% above and 2% below the OMC determined and
plasticity index value of not more than 20 and liquid limit not
greater than 40 in accordance with IS 2720 using required
capacity rollers to achieve the required density in each layer
including watering with all leads for water and finishing the
surface to the line and grades, sections as directed by the
departmental officers and including hire charges and running
charges for the roller and all other tools and plants employed for
the work and all labour charges widening of embankment
including compacting the original ground with power roller etc.
complete for widening the embankment. (Payment to be made
for finished item of work after compaction based on levels as per
clause 301-305 of MORT&H Specification)

Cum 520.00 579.93 301,563.60

5 Granular Sub-base with Graded Material (Table:- 400-1) - Plant
Mix Method (Construction of granular sub-base by providing
close graded Material, mixing in a mechanical mix plant at OMC,
carriage of mixed Material to work site, spreading in uniform
layers with motor grader on prepared surface and compacting
with vibratory power roller to achieve the desired density,
complete as per clause 401 ) - for grading- V Material
Cum 420.00 1200.00 504,000.00
6 Wet Mix Macadam (Table 400-13) (Providing, laying, spreading
and compacting graded stone aggregate to wet mix macadam
specification including premixing the Material with water at OMC
in mechanical mix plant carriage of mixed Material by tipper to
site, laying in uniform layers with paver in sub- base / base
course on well prepared surface and compacting with vibratory
roller to achieve the desired density, Complete as per clause
406)

Cum 310.00 1500.00 465,000.00

7 Prime coat (Providing and applying primer coat with bitumen
emulsion (SS-I type) on prepared surface of granular Base
including clearing of road surface and spraying primer at the rate
of 0.70 kg/sqm using mechanical means as per clause 502) - over
WMM/ WBM
Sq.m 950.00 56.81 53,969.50
 8 Tack coat - Providing and applying tack coat with bitumen
emulsion (RS-I type) using emulsion pressure distributor at the
rate of 0.25 kg per sqm on the prepared bituminous/granular
surface cleaned with mechanical broom as per clause 503 - over
granular surfaces treated with primer

Sq.m 950.00 10.56 10,032.00

9 Dense Graded Bituminous Macadam (Table - 500-10)(Providing
and laying dense bituminous macadam with Hot Mix Plant using
crushed aggregates of specified grading, premixed with
bituminous binder (Viscosity Grade 30) at percentage specified
by JMF by weight of total mix of mix and filler, transporting the
hot mix to work site, laying with a hydrostatic paver finisher to
the required grade, level and alignment, rolling with smooth
wheeled, vibratory and tandem rollers to achieve the desired
compaction as per MoRTH specification clause No.505) Grading I

Cum 150.00 6000.00 900,000.00

10 Bituminous Concrete (Table 500-17) (Providing and laying
bituminous concrete with hot mix plant using crushed
aggregates of specified grading, premixed with bituminous
binder (Viscosity Grade 30) at percentage specified by JMF of
mix and filler, transporting the hot mix to work site, laying with a
hydrostatic paver finisher to the required grade, level and
alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH
specification clause No. 507 complete in all respects) - Grading II

Cum 75.00 7000.00 525,000.00

Sub Total 3,536,659.00
NOTE:
BASED ON SOIL REPORT THE DEPTH IS FINALIZED
STRENGTHENING OF OLD ROAD DECIDED BASED ON SITE CONDITION
THE ABOVE MENTIONED QUANTITY WORKED BASED ON SOME AVAILABLE DATA AND IT USED FOR TENDER PURPOSE ONLY.