Proposed Landscape Development of Amroli-Kosad Fly Over Bridge In North Zone, Surat.

Name of Work : Proposed Landscape Development of Amroli-Kosad Fly Over Bridge In North

DESCRIPTION QTY UNIT AMOUNT

BRIDGE PIER NO.: P 02 - P06

1 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 557.92

b) Reinforced Concrete 51.00 C.M. 1110.75

c) Bituminous Pavement (Soft rock not requiring Blasting) 85.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..(75-15.15)

2 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

3 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

4 Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

5 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete. 62.00 C.M. 225.00

For Parking Area

6 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

7 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.300mm 45.00 Rmt 649.92

dia.450mm 0.00 Rmt 1176.49

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

8 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

9 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 0.00 C.M. 4729.83

(C) Fly Ash Bricks

DESCRIPTION QTY UNIT AMOUNT

10 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 24.00 S.M 712.81

(C) Fly Ash Bricks

11 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 Nos 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 2.00 Each 242.39

12 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm 4.00 Each 3660.76

thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete.(ii)

Inside dimensions 500mm x 700 mm and 450mm deep for pipe

line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

13 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 2.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

14 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

DESCRIPTION QTY UNIT AMOUNT

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 57.00 S.M 1259.00

b) Colour 57.00 S.M 1317.00

15 Providing interlocking type Rubber moulded cement concrete

paver block of approved shape, design & colour having 60mm

thickness (M-35) purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also

includes all materials, labour, equipments, tools, plants, watering,

cleaning etc. complete.

With Colour / Without Colour 203.00 S.M 524.00

16 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

17 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

18 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 0.00 Rmt 50.00

DESCRIPTION QTY UNIT AMOUNT

19 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather 0.00 S.M 3122.00

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

20 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 42.00 C.M. 2769.69

(A) Foundation and Plinth

Below Paver Block area

21 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 3741.69

reinforced concrete work in : (A) Foundation, footing, Base of

columns and Mass concrete. (Below Stonecrete Pavement)

22 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 24.00 C.M. 1016.00

plates compacted machine and as directed by engineer in charge.

23 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

24 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

25 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 42.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 0.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 46.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 49.00 Rmt 1227.00

26 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 563.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

27 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint

(A) in beams & joists channels angles, tees, flats with connection 1179.00 Kg. 91.08

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

28 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

29 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 34.00 S.M 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

30 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

DESCRIPTION QTY UNIT AMOUNT

31 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

32 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

33 Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day.

Irrigation cycles should typically last a few minutes and will be 23.00 S.M 4620.00

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

be used of recycle plastic material specially designed to keep the

centre of gravity of growing planting in the planters, inside lining

of foams, so percolation of pot holes, to be avoided and easy to

replace manually.

Planter box 27.5 x 12.5 cm (with recycle material so that high

density plants can be seen all to be of same size.

The minimum rotation of the potted plants placed in position has

to be in ratio of 1/3 of the number of plants to be removed /

replaced once in 60 days.

The agency is required to place the potted plants in best of the

design pattern, design material in required cluster form.

For catching all the water percolating form the Green wall

planters and these waters can be directed to a drain point with the

help of drain pipe.

Plants: Plants are selected on the basis of temperature, incidence

of sun light and humidity on site.

All Plants provided to be duly approved by EIC and should be

germ free and TCPP certified plants to preferred.

DESCRIPTION QTY UNIT AMOUNT

34 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

35 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 12.00 C.M. 3741.69

reinforced concrete work in:

(A) Foundation, footing, Base of columns and Mass concrete.

36 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 1.00 C.M. 12844.32

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 11166.97

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 9201.68

37 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

38 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 31.00 C.M. 11613.07

of reinforcement for R.C.C. Work in :

(B) Vertical and horizontal fins (Designer formwork)

39 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 4035.00 Kg. 77.29

comp. Upto G.L./P.L.

40 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

41 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 24.00 S.M 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

DESCRIPTION QTY UNIT AMOUNT

42 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by 350.00 S.M 82.00

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providingshield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

44 Providing formwork of ordinary timber planking so as to give a

rough finish including centering shuttering strutting and

propping etc. height of propping and centering below supporting

floor to ceiling not exceeding 4 M. and removal of the same for

in situ reinforced concrete and plain concrete work in. (G)

Columns Pillars Posts and struts. (2)Circular or curved in Plan.

45 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

46 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(C) 160 mm. Dia.

47 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

48 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 224.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 56.00 No. 98.00

(D) 150 mm to 200 mm dia

BRIDGE PIER NO. PL 06 - PL

DESCRIPTION QTY UNIT AMOUNT

49 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 550.40

b) Reinforced Concrete 112.80 C.M. 1057.47

c) Bituminous Pavement (Soft rock not requiring Blasting) 0.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..

50 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

51 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

52 Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 400.00 C.M. 301.78

consolidating etc. complete.

53 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete.

54 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

55 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.300mm 90.00 Rmt 649.92

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

56 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

57 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 0.00 C.M. 4729.83

(C) Fly Ash Bricks

58 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 72.00 S.M 712.81

(C) Fly Ash Bricks

59 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 No. 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

DESCRIPTION QTY UNIT AMOUNT

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 5.00 Each 242.39

60 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm intenal dimensions total

weight of cover with frame to be not less than 38Kg. (Wt. of

cover 23 Kg.) and Wt. of frame 15Kg. ) (R.C.C. top slabe with

1:2:4 mix (1-cement :2- coarse sand :4-graded stone aggregate

20mm size) foundation concrete 1:5:10 inside plaster 15mm 9.00 Each 3660.76

thick with cement mortar 1:3 finished smooth with a floating

coat of neat cement on walls and bed concrete etc. complete.(ii)

Inside dimensions 500mm x 700 mm and 450mm deep for pipe

line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

61 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 5.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

62 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 0.00 S.M 1201.00

b) Colour 0.00 S.M 1259.00

DESCRIPTION QTY UNIT AMOUNT

63 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

64 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

65 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 83.00 Rmt 50.00

66 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather 0.00 S.M 3122.00

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

67 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 43.00 C.M. 2769.69

(A) Foundation and Plinth

Below Paver Block area

68 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

(Below Stonecrete Pavement)

69 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 0.00 C.M. 413.09

plates compacted machine and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

70 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

71 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

72 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 0.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 0.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 32.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 154.00 Rmt 1227.00

73 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 563.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

74 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint

(A) in beams & joists channels angles, tees, flats with connection 1656.00 Kg. 90.48

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

DESCRIPTION QTY UNIT AMOUNT

75 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

76 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 9.00 S.M 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

77 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

78 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

79 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day. 23.00 S.M 4620.00

Irrigation cycles should typically last a few minutes and will be

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

DESCRIPTION QTY UNIT AMOUNT

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

be used of recycle plastic material specially designed to keep the

centre of gravity of growing planting in the planters, inside lining

of foams, so percolation of pot holes, to be avoided and easy to

replace manually.

Planter box 27.5 x 12.5 cm (with recycle material so that high

density plants can be seen all to be of same size.

The minimum rotation of the potted plants placed in position has

to be in ratio of 1/3 of the number of plants to be removed /

replaced once in 60 days.

The agency is required to place the potted plants in best of the

design pattern, design material in required cluster form.

For catching all the water percolating form the Green wall

planters and these waters can be directed to a drain point with the

help of drain pipe.

Plants: Plants are selected on the basis of temperature, incidence

of sun light and humidity on site.

All Plants provided to be duly approved by EIC and should be

germ free and TCPP certified plants to preferred.

79 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

80 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 12.00 C.M. 3741.69

reinforced concrete work in: (A) Foundation, footing, Base of

columns and Mass concrete.

81 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 1.00 C.M. 12335.51

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 10658.16

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 8692.87

82 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 4.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

83 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 16.00 C.M. 11613.07

of reinforcement for R.C.C. Work in :

(B) Vertical and horizontal fins

DESCRIPTION QTY UNIT AMOUNT

84 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 3170.00 Kg. 77.29

comp. Upto G.L./P.L.

85 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

86 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 72.00 S.M 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

87 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by 157.00 S.M 82.00

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providingshield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

89 Providing formwork of ordinary timber planking so

as to give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the 2.00 S.M 389.03

same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (2)Circular or curved in

90 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

DESCRIPTION QTY UNIT AMOUNT

91 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(C) 160 mm. Dia.

92 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

93 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 98.00

(D) 150 mm to 200 mm dia

BRIDGE PIER NO.: P 15 to P24 (Central Portion Only)

94 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 557.92

b) Reinforced Concrete 63.00 C.M. 1110.75

c) Bituminous Pavement (Soft rock not requiring Blasting) 94.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..

95 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

96 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

97 Filling in foundation and plinth with murrum / Yellow or

selected soil in layers of 20cm. thickness including watering, 850.00 C.M. 301.78

ramming and consolidating etc. complete.

98 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete.

99 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

100 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

DESCRIPTION QTY UNIT AMOUNT

101 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

102 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 0.00 C.M. 4729.83

(C) Fly Ash Bricks

103 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 108.00 S.M 712.81

(C) Fly Ash Bricks

104 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 No. 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 5.00 Each 242.39

105 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation concrete 1:5:10 9.00 Each 3660.76

inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm

and 450mm deep for pipe line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

106 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 5.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

107 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

DESCRIPTION QTY UNIT AMOUNT

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 423.00 S.M 1259.00

b) Colour 423.00 S.M 1317.00

108 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

109 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

110 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 25.00 Rmt 50.00

111 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should 231.00 S.M 3122.00

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

DESCRIPTION QTY UNIT AMOUNT

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

Scope of work includes:

1. Taking and marking levels

2. Application of the grout

4. Cleaning off, repairing scaffolding marks, if any.

5. Coating/Sealing, if applicable

112 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 124.00 C.M. 3095.25

(A) Foundation and Plinth

Below Paver Block area

113 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 60.00 C.M. 3741.69

reinforced concrete work in : (A) Foundation, footing, Base of

columns and Mass concrete. (Below Stonecrete Pavement)

114 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 64.00 C.M. 1016.00

plates compacted machine and as directed by engineer in charge.

115 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

116 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

117 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 20.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 94.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 376.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 62.00 Rmt 1227.00

118 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 1575.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

119 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint (Hollow Box Sections,

(A) in beams & joists channels angles, tees, flats with connection 19620.00 Kg. 91.08

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

120 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

121 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 63.00 S.M. 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

122 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

DESCRIPTION QTY UNIT AMOUNT

123 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

124 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

125 Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day.

Irrigation cycles should typically last a few minutes and will be

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce 38.00 S.M. 4620.00

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

126 Providing & laying granite slab 18mm thick in flooring, treads

of steps and landing laid on bed of 20mm thick cement mortar

1:6 (1 Cement : 6 coarse sand) or lime mortar 1:1.5 laid and

finished with flush pointing in white or colour cement including

rubbing and polishing complete. ( Basic Rate:- Rs.1347.46/S.M.)

127 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

128 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 36.00 C.M. 3741.69

reinforced concrete work in:

(A) Foundation, footing, Base of columns and Mass concrete.

129 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 8.00 C.M. 12335.51

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 10658.16

DESCRIPTION QTY UNIT AMOUNT

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 8692.87

(1)Having c/s area up to 0.08s.mt C.M. 7.00 C.M. 8593.80

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 6578.07

130 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 35.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

131 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 69.00 C.M. 11613.07

of reinforcement for R.C.C. Work in :

(B) Vertical and horizontal fins

132 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 16370.00 Kg. 77.29

comp. Upto G.L./P.L.

133 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

134 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 108.00 S.M. 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

135 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by 868.00 S.M. 82.00

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providingshield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

DESCRIPTION QTY UNIT AMOUNT

137 Providing formwork of ordinary timber planking so

as to give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the 111.00 S.M. 389.03

same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (2)Circular or curved in

138 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

139 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(C) 160 mm. Dia.

140 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

141 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 98.00

(D) 150 mm to 200 mm dia

142 Providing & Fixing Colour Anodised Aluminum section fins of

appropriate size & guage (Horizontal / Vertical) in exterior along

with aluminum frame (if required) of appropriate size & guage, 50.00 Kg. 355.00

S.S. Screws, Sealant, clamping, scafolding, finishing, etc... &

143 Providing, supplying & placing precast RCC Woodeny benches

as per given specifications. (Seating plank dimensions : Seating

Length of the Bench : 1380 mm, Seating width of the Bench :

450 mm, Seating height of the Bench : 450 mm, Seating plank

thickness : 60 mm, Total height of the Bench : 900 mm. )

M-30 grade of Concrete using vibration compaction process.

Benches consists of 2 Nos. L-shape base support in wooden

texture and 1 Nos. flate back and 1 Nos. bottom plank leg

thickness :90 mm, Leg hight : 830 mm, Leg width : 600 mm, 20.00 No. 3927.00

backside plank width : 350 mm, backside plank length :

mm, backside plank thickness : 60 mm.

Bench top and back planks are treated with special anticorrosive,

water proof coating, prevent sun, rain, light and fungal attack, as

to make surfaces glossy

and water proof. The back rest should show as details given by

SMC in embossed at casting time.

144 Providing and fixing 230 mm wide 700 mm over all semicircular

plain G.I.sheet class-3 gutter with Iron brackets 40mm x 3mm

size Bolts, Nuts, washers etc. including making necessary

connection with rain water pipes. (i) 0.80 mm thick Sheet.

DESCRIPTION QTY UNIT AMOUNT

145 Providing & laying / Spreading Color Stone Grit / Chips base

of 05-10 mm size of compacted thick of 150 mm with specified

graded grit and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift 57.00 C.M. 14774.00

etc... complete.

Color: Black Grit chips, Red stone Grit Chips, Yellow stone

Grit Chips, White stone Grit Chips, Brown Stone Grit Chips

or Multi Color...

BRIDGE PIER NO.: P 15 to P24 (Side Portion Only)

146 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 577.92

b) Reinforced Concrete 117.00 C.M. 1110.75

c) Bituminous Pavement (Soft rock not requiring Blasting) 26.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..

147 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

148 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

149 Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 110.00 C.M. 301.78

consolidating etc. complete.

150 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete.

151 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

152 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

153 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

154 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 56.00 C.M. 4729.83

(C) Fly Ash Bricks

DESCRIPTION QTY UNIT AMOUNT

155 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 54.00 S.M 712.81

(C) Fly Ash Bricks

156 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 No. 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 5.00 Each 242.39

157 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation concrete 1:5:10 10.00 Each 3660.76

inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm

and 450mm deep for pipe line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

158 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 5.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

159 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

DESCRIPTION QTY UNIT AMOUNT

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 13.00 S.M. 1259.00

b) Colour 13.00 S.M. 1317.00

160 Providing interlocking type Rubber moulded cement concrete

paver block of approved shape, design & colour having 60mm

thickness (M-35) purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also

includes all materials, labour, equipments, tools, plants, watering,

cleaning etc. complete.

With Colour / Without Colour 1180.00 S.M. 524.00

160 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

161 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

162 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 0.00 Rmt 50.00

DESCRIPTION QTY UNIT AMOUNT

163 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather 0.00 S.M 3122.00

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

164 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 206.00 C.M. 2769.69

(A) Foundation and Plinth

Below Paver Block area

165 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 3741.69

reinforced concrete work in : (A) Foundation, footing, Base of

columns and Mass concrete. (Below Stonecrete Pavement)

166 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 181.00 C.M. 1016.00

plates compacted machine and as directed by engineer in charge.

167 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

168 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

169 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 6.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 3.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 400.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 6.00 Rmt 1227.00

170 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 0.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

171 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint (Hollow Box Sections,

(A) in beams & joists channels angles, tees, flats with connection 2700.00 Kg. 91.08

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

172 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

173 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 0.00 S.M. 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

174 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

DESCRIPTION QTY UNIT AMOUNT

175 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

176 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

177 Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day.

Irrigation cycles should typically last a few minutes and will be

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce 0.00 S.M. 4620.00

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

178 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

179 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 106.00 C.M. 3741.69

reinforced concrete work in: (A) Foundation, footing, Base of

columns and Mass concrete.

180 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 7.00 C.M. 12335.51

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 10658.16

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 8692.87

(1)Having c/s area up to 0.08s.mt C.M. 0.00 C.M. 8593.80

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 6578.07

DESCRIPTION QTY UNIT AMOUNT

181 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 14.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

182 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 41.00 C.M. 11613.07

of reinforcement for R.C.C. Work in :

(B) Vertical and horizontal fins

183 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 9540.00 Kg. 77.29

comp. Upto G.L./P.L.

184 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

185 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 350.00 S.M. 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

186 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be 1840.00 S.M. 82.00

achieved by brushing with a wire/ stiff coir brush, followed by

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Priming: Apply a liberal coat of exterior acrylic primer and allow

it to dry for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providing shield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

188 Providing formwork of ordinary timber planking so

as to give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the 0.00 S.M. 389.03

same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (2)Circular or curved in

DESCRIPTION QTY UNIT AMOUNT

189 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

190 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(C) 160 mm. Dia.

191 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

192 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 0.00 No. 98.00

(D) 150 mm to 200 mm dia

BRIDGE PIER NO.: P 24 To P26

193 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 557.92

b) Reinforced Concrete 0.00 C.M. 1110.75

c) Bituminous Pavement (Soft rock not requiring Blasting) 26.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..

194 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

195 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

196 Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and

consolidating etc. complete.

197 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete. 0.00 C.M. 225.00

For Parking Area

198 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

DESCRIPTION QTY UNIT AMOUNT

199 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.300mm 0.00 Rmt 649.92

dia.450mm 0.00 Rmt 1176.49

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

200 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

201 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 0.00 C.M. 4729.83

(C) Fly Ash Bricks

202 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 24.00 S.M 712.81

(C) Fly Ash Bricks

203 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 No. 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 1.00 Each 242.39

204 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation concrete 1:5:10 1.00 Each 3660.76

inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm

and 450mm deep for pipe line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

205 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 1.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

DESCRIPTION QTY UNIT AMOUNT

206 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 0.00 S.M. 1259.00

b) Colour 0.00 S.M. 1317.00

207 Providing interlocking type Rubber moulded cement concrete

paver block of approved shape, design & colour having 60mm

thickness (M-35) purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also

includes all materials, labour, equipments, tools, plants, watering,

cleaning etc. complete.

With Colour / Without Colour 0.00 S.M. 524.00

208 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

209 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

210 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 0.00 Rmt 50.00

DESCRIPTION QTY UNIT AMOUNT

211 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather 0.00 S.M 3122.00

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

212 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 2.00 C.M. 2769.69

(A) Foundation and Plinth

Below Paver Block area

213 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

(Below Stonecrete Pavement)

214 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 0.00 C.M. 1016.00

plates compacted machine and as directed by engineer in charge.

215 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

216 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

217 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 0.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 0.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 25.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 32.00 Rmt 1227.00

218 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 563.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

219 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint

(A) in beams & joists channels angles, tees, flats with connection 527.00 Kg. 91.08

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

220 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

221 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 13.00 S.M. 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

222 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

DESCRIPTION QTY UNIT AMOUNT

223 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

224 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

225 Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day.

Irrigation cycles should typically last a few minutes and will be

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce 23.00 S.M. 4620.00

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

226 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

227 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 3741.69

reinforced concrete work in:

(A) Foundation, footing, Base of columns and Mass concrete.

228 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 0.00 C.M. 12335.51

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 10658.16

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 8692.87

229 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

DESCRIPTION QTY UNIT AMOUNT

230 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 0.00 C.M. 11613.07

of reinforcement for R.C.C. Work in :

(B) Vertical and horizontal fins (Designer formwork)

231 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 0.00 Kg. 77.29

comp. Upto G.L./P.L.

232 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

233 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 24.00 S.M. 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

234 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be

achieved by brushing with a wire/ stiff coir brush, followed by 24.00 S.M. 82.00

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Apply a liberal coat of exterior acrylic primer and allow it to dry

for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providingshield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

236 Providing formwork of ordinary timber planking so

as to give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the 0.00 S.M. 389.03

same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (2)Circular or curved in

237 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

DESCRIPTION QTY UNIT AMOUNT

238 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.)

(C) 160 mm. Dia.

239 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

240 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 224.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 56.00 No. 98.00

(D) 150 mm to 200 mm dia

BRIDGE PIER NO.: P 26 to P36 (Side Portion Only)

241 Dismantling of structures on roadway, including disposal of

unserviceable material and utilising the seviceable material free

of cost in permanent works as directed by the Engineer with all

leads and lifts etc. complete.

a) Brick / Stone Masonary 0.00 C.M. 557.92

b) Reinforced Concrete 121.50 C.M. 1110.75

c) Bituminous Pavement (Soft rock not requiring Blasting) 45.00 C.M. 264.82

d) Removiong the existing kerb stone & Recovery of Kerbstone

item including transportation, lifting, etc… complete..

242 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil

Executed With Manual Labours

(1) Up to 1.5 Mt. depth

243 Excavation for foundation includ.sorting out & stacking of useful

materials & disposing of the excavated stuff upto 50 mt. Lead &

all lift, watering etc. Comp.

(A) Loose or Soft soil Executed With Mechanised Efforts /

(1) Up to 1.5 Mt. depth

244 Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 480.00 C.M. 301.78

consolidating etc. complete.

245 Providing & filling with Mix soil in layers of 20 cm. Th'. Incl.

watering, ramming & consolidation etc. complete.

246 Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding 20 cm. in

depth consolidating each disposited layer by ramming and

247 Supplying and fixing reinforced concrete heavy duty non-

pressure pipes with collars for culverts carrying heavy traffic as

per IS 458-1991 specifications including setting the pipes in

C.M. 1:2 watering and laying (to level or slopes) of class NP3 of

following internal daimeters.

dia.600mm 0.00 Rmt 1952.00

dia.750mm 0.00 Rmt 2585.77

DESCRIPTION QTY UNIT AMOUNT

248 Providing, Lowering & laying joining R.C.C. NP2 CLASS Pipe

In C.M. 1:1 of following nominal internal diameters incl. Testing

of pipes and joints etc. Comp…

249 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in Cement Mortar

1:6 (1- Cement : 6 -fine sand) 0.00 C.M. 4729.83

(C) Fly Ash Bricks

250 Half brick masonry in common brunt clay building bricks having

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar

1:4 (1- Cement : 4 - coarse sand ) in foundation and plinth 96.00 S.M 712.81

(C) Fly Ash Bricks

251 Providing & construction simple chamber of 23 cm. th' B.B.

Masonary in C.M 1:5 with cement plaster 15 mm th' in C.M. 1:3

inside & outside to exposed faces, R.C.C. top slab with 1:2:4 mix

( 1 cement: 2 Sand : 4 Grade stone aggregate 20mm size) 0.00 No. 2932.93

,Foundation concrete 1:5:10 & fixing C.I. cover with frame to be

not less than 38 kg. On top etc. comp. Inside dimension,455 x

610 mm &450 mm deep for single pipe

(A) Same as above but Precast RCC heavy duty Cover instead of

Extra for every additional depth of 0.1 mt beyoung 0.45 mt 10.00 Each 242.39

252 Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing

strength not less than 35Kg/Cm2 in C.M. 1:5 C.I. cover with

frame (Light duty) 455mm x 610mm

intenal dimensions total weight of cover with frame to be not less

than 38Kg. (Wt. of cover 23 Kg.) and Wt. of frame 15Kg. )

(R.C.C. top slabe with 1:2:4 mix (1-cement :2- coarse sand :4-

graded stone aggregate 20mm size) foundation concrete 1:5:10 20.00 Each 3660.76

inside plaster 15mm thick with cement mortar 1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(ii) Inside dimensions 500mm x 700 mm

and 450mm deep for pipe line with one or two inlets.

RCC Frame with RCC Cover (Perforated or non- perforated)-

253 Extra over items 24.44 for every additional depth of 0.1M. of

part thereof beyond 450mm depth for Brick masonry 10.00 Each 264.86

chamber.(ii) for 500mm x 700mm size.

254 Providing & fixing Solid Concrete Cobble Square paver block

having size of 100 x 100 x 60 mm of VYARA or equivalent

company make, etc. complete and as directed by engineer in

charge. Item includes levelling by using vibratory plates

compacted machine. Item also includes all materials, labour,

equipments, tools, plants, watering, cleaning etc. complete.

Design paving pattern will be as per consultant's instruction.

(Sand pana / Stone dust is not included in this cost).

Percentage Water Absorption Average not over 6%

Compressive strength Average not less than 250 Kg/cm2

Tensile Splitting Strength (as per EN 1338) Average not less

Average wear in Thickness-Abrasion Conforming to Grade ‘H’

Tolerance in size (length + breadth) ±1.5mm

Thickness of wearing layer Not less than 5mm

Tolerance in Thickness of block ±3mm

DESCRIPTION QTY UNIT AMOUNT

Colours UV Light resistant fast colours from BAYFERROX

only to be used.

The Concrete Cobble must be manufactured on Vibropress type

The manufacturing company must be an ISO 9001:2015 certified

Company or should have equivalent quality management systems

in place to ensure quality product.

The Concrete Cobble will be made using wear resistant materials

in the face mix as specified by the architects.

The colours of the Concrete Cobble (wearing layer) will be as

selected by the architects.

The Concrete Cobble must be cured in a controlled environment

to ensure efflorescence free material.

The manufacturer must have in house testing laboratory to carry

out all testing including Compressive strength testing, Water

absorption, abrasion resistance etc.

Also Contractor is also required to conduct Lab. Testing as per

tender specs or as per in-charge Engineer's instruction from

Govt. Recg. Lab.

a) Grey Colour 0.00 S.M. 1259.00

b) Colour 0.00 S.M. 1317.00

255 Providing interlocking type Rubber moulded cement concrete

paver block of approved shape, design & colour having 60mm

thickness (M-35) purchased from SMC's approved paverblock

manufacturer only & fixing of fine sand bedding. Item includes

levelling by using vibratory plates compacted machine. Item also

includes all materials, labour, equipments, tools, plants, watering,

cleaning etc. complete.

With Colour / Without Colour 2270.00 S.M. 524.00

255 Providing & laying cement concrete Pavement using 1:2:4 (1

cement: 2 sand: 4 graded stone agg. 20 mm nominal size) &

Vaccuum Dewatering technique including floating surface with a

skim powder floater, curing etc. complete.

256 Providing and laying 200 micron plastic sheet on prepared sub

base For V.D.S Concrete / any PCC Base

257 Cutting of Groove 5 to 7 mm thick in VDS for depth 1/3 of total

thickness with filling of epoxy sealent as directed by engineer in 0.00 Rmt 50.00

DESCRIPTION QTY UNIT AMOUNT

258 Providing & Supply and application of Pebblewash as flooring

and on wall with average 15mm thickness (Washed Concrete

Floors with Exposed Aggregates),

Item : FREEFORM OR EQUIVALENT COMPANY MAKE

PEBBLEWASH BROWN MINI MAHI

Max. Aggregate Size: 2-8 mm or higher on request

Compressive Strength: >35 N/mm2

Flexure Strength: >5 N/mm2

Bulk Density: ~1700 kg/m3

Wet Density: ~2200 kg/m3

Output/Coverage: ~2.2 kg /mm/m2

Water Requirement: ~10–11% of weight of Part A. Care should

be taken to make a trial patch and check the exact water

requirement- which can vary as result of the ambient weather 0.00 S.M 3122.00

conditions. The water content established should be maintained

throughout the operations.

PCC BASE IS NOT CONSIDERED IN THIS RATE.

Cover with plastic as soon as laid concrete starts to harden and

will not leave marks from the covering. In case of extreme hot

and windy climate, slight mist spraying of water may be

recommended to prevent excess drying out.

Top Coat: Protection with either FreeFom AcrySeal water based

acrylic coating or FreeForm ClearSeal impregnation.

Packing: Part A- 25 kg bag and Part B- 30 kg bag. Mix 1 bag of

part A to 1 bag of part B.

259 Providing & laying cement concrete 1:4:8 (1 cement:4 coarse

sand:8 graded stone agg. 40 mm nominal size) & curing comp.

excl.cost of form work in 375.00 C.M. 2769.69

(A) Foundation and Plinth

Below Paver Block area

260 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 3741.69

reinforced concrete work in :(A) Foundation, footing, Base of

columns and Mass concrete. (Below Stonecrete Pavement)

261 Supplying and filling fine sand (pana) in 25mm compacted

thickness over the base including necessary compaction,

watering etc. complete Item includes levelling by using vibratory 341.00 C.M. 1016.00

plates compacted machine and as directed by engineer in charge.

262 Providing & laying Granular sub base (GSB)confirming to

Grading-II of Table 400.0 of compacted thick of 150mm with

specified graded stone metal and sand mixed in place and laid

with mechanical means spreading with motor grader and

compacting with vibratory roller having minimum 80-100 KN

static weight to acheve desired density of 98% of MDD

including all material, labour, machinery with all leads and lift

263 Providing 100mm thick readymade C.C. kerb of strength M-20

(size 300mm x 380mm) purchased from SMC's approved

paverblock manufacturer & setting in line, level and in truly

vertical position, including filling joints in C.M. 1:1 (1 part of

cement : 1 part of stone dust) smooth pointing in C.M. 1:1 (1 part

of cement : 1 part of coarse sand) including watering etc.

complete and as directed by engineer in charge.

DESCRIPTION QTY UNIT AMOUNT

264 Providing & fixing EN type Kerbstones of VYARA or

equivalent company make, (manufactured on Vacuum wet Press

Machine with hydraulic pressing of wet concrete mixture to a

minimum of 400 tons with simultaneous vacuuming, using ECO

filters, and developing a pimple finish on front side) setting in

line, level and in truly vertical position, including filling joints in

1:1 Cement mortar smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including watering etc. complete

and as directed by engineer in charge..

Percentage Water Absorption Not over 6%

Tolerance in size (length + breadth) ±1.5mm

Tolerance in Thickness of block ± 4mm

Minimum bending strength (Mpa)=

•The Kerbstone material must be tested at the manufacturer’s

laboratory before dispatch for: Bending strength, Water

absorption, and dimensional accuracy. Internal test report needed

with every supply. Also Contractor is also required to conduct

Lab. Testing as per tender specs or as per in-charge Engineer's

instruction from Govt. Recg. Lab.

Kerb Stone size: L: 600 / 300, B: 100, H: 300 mm. 6.00 Rmt 756.00

Kerb Stone size: L: 600 / 300, B: 100, H: 375 mm. 3.00 Rmt 848.00

Kerb Stone size: L: 600 / 300, B: 100, H: 450 mm. 550.00 Rmt 1009.00

Kerb Stone size: L: 300, B: 100, H: 600 mm. 6.00 Rmt 1227.00

265 Supply & fixing factory finished cold formed Light guage

steel frame sections (Hollow section or open sections)

confirming to SP:6 (5) 1980 at site or work including riveted,

bolted or welded in builtup for all type of sections ,in framed

work, cutting, hoisting, fixing in position and applying primer 0.00 Kg. 113.31

coat of approved steel primer etc. complete as per structural

designs & directions of Engineer-in-charge. This will include

bending of Pipe, welding at different angles, wastages, etc...

266 Steel work welded in built up sections, framed work including

cutting, hoisting, fixing in position and applying a priming coat

of red lead paint (Hollow Box Sections,

(A) in beams & joists channels angles, tees, flats with connection 8500.00 Kg. 91.08

plates or angle cleats as in main & cross beams,hip & trussed

purlins connected to common raffers & the like. OR

(B)For work like chain link fencing, above compound wall etc.

267 Providing and fixing G.I. chain link of 50mm x 50mm size x

guage / PVC coated G.I. chain link of 50mm x 50mm size x

10 guage thick 9as per Site incharge / Architect's instruction)

with nuts, bolts, washer or G.I. pins, excluding M.S. angles

etc.complete as per relevent IS specification & directed by

engineer in charge. (TATA or Jindal Make)

268 Providing & Fixing 3 mm thick metal sheet with CNC cutting

to fix it on vertical surface.Steel work welded in built up

sections, framed work including cutting, hoisting, fixing in

position and applying a priming coat of red lead paint in beams 160.00 S.M. 2677.00

& joists channels angles, tees, flats with connection plates or

angle cleats as in main & cross beams, hip & trussed purlins

connected to common raffers & the like.

269 Painting two coats of enamel paint over priming coat (including

priming coat) on wall after removing entire surface dirt, dust

foreign matter & also incl. preparing the surface even & sand

papered smooth etc. comp.(M.R.)

DESCRIPTION QTY UNIT AMOUNT

270 Providing & Supplying on site selected semi carpet lawn

accroding to levels prescribed by site engineer including

removing any existing old grass, watering & maintanance of the

lawn for a period of 6 months or more till the grass forms a thick

lawn free from weeds and fit for mowing including supplying

good earth if needed. .

271 Development selection-I Door lawn including watering &

maintanance of the lawn for a period of 6 months or more till the

grass forms a thick lawn free from weeds and fit for mowing

including supplying good earth if needed.

272 Providing & Fixing High Density Green wall system (without

fabrication work) with good quality soil, fertilizers, plants,

supporting system, Drip Irrigation system etc… complete.

Drip Irrigation system:

Using combination of 16 mm PVC pipes, using a dripper of

litre per hour discharge per plot and also which can be un-

screwed and clean in case of salt accumulation. Consisting of an

automation unit with equipment for irrigation cycles. Water

consumption should be a maximum 5 litres per sqm per day.

Irrigation cycles should typically last a few minutes and will be

required to be done according to the following schedule:

a) Once a day every day during summer months

b) Once a day every alternate day during winter months

Irrigation volumes should be low to minimise waste and reduce 0.00 S.M. 4620.00

run-off. Irrigation run-off may be captured in a tank at the base

of the wall and recycled back through the green wall system.

The Pump of 2KG water capacity with CPVC pipe of 25mm and

with Frontier or equivalent timer is to be installed.

Green wall medium:

Made up of organic fertilizer like composted crop residue,

Verme compost, wood ash, poultry manure cow urine etc., it is

much lighter than the soil, its moisture capacity is very good and

used to ensure that the kg per sqft load on vertical wall is

Unique Green wall Galvanized planters of 26 gauge. Planters to

273 Boring holes 3.5 mt.deep in ordinary soil ( for cast in situ piles)

& disposal of the surplus excavated soil as directed within a lead

of 50 M. For following diameter of piles.

274 Providing & laying cement concrete 1:2:4 (1 cement:2 sand:4

graded stone agg. 20 mm nominal size)& curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 0.00 C.M. 3741.69

reinforced concrete work in:

(A) Foundation, footing, Base of columns and Mass concrete.

275 Providing & laying ordinary cement con.1:2:4 (1cement : 2sand :

4graded graded stone agg. 20 mm nominal size) finishing smooth

curing etc. comp. Incld. Cost of form work but excl. Cost of

reinforcement for R.C.C. Work in : Up to G.L./P.L.

(1)Having c/s area up to 0.08s.mt 0.00 C.M. 12335.51

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt 0.00 C.M. 10658.16

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 8692.87

(1)Having c/s area up to 0.08s.mt C.M. 0.00 C.M. 8593.80

(2) Having c/s area more than 0.08 sq. mt. & upto 0.12 sq.mt

(3) Having cross sectional area more than 0.12 sq. mt. 0.00 C.M. 6578.07

DESCRIPTION QTY UNIT AMOUNT

276 Providing & laying cement concrete 1:1.5:3 (1 cement: 1.5 sand:

3 graded stone agg. 20 mm nominal size) & curing comp.

Includ.cost of form work but exclu. Cost of reinforcement for 31.00 C.M. 4250.50

reinforced concrete work in :

(A) Foundation, footing, Base of columns and Mass concrete.

277 Providing & laying ordinary cement con.1:1.5:3 (1 cement:1.5

sand:3 graded graded stone agg. 20 mm nominal size) finishing

smooth curing etc. comp. Incl.. Cost of form work but excl. Cost 92.00 C.M. 11613.07

of reinforcement for R.C.C. Work in : (B) Vertical and

horizontal fins

278 Providing & fixing IS Mark TMT Bar FE 500D reinforcement

for R.C.C. work incl. bending, binding & placing in position etc. 10595.00 Kg. 77.29

comp. Upto G.L./P.L.

279 Providing & Applying 15mm.th.cement plaster in single coat on

brick / concrete walls similar surfaces for plastering & finished

even & smooth with a floating coat of cement slurry mixed with

admixture of lime or neeru in required proportion etc. comp. in

C.M 1:3 (1 cement : 3sand) (A) For wall and similar surfaces --

280 Providing & Applying 20mm. Th. Heavy Roller plaster on walls

or similar surfaces at all floor levels consisting of 12 mm av. Th.

Backing coat of C.M. 1:3 (1 cement:3 sand) & 8 mm. th.

Finishing coat of C.M. 1:1 (1 cement: 1 sand) apply thick cement 192.00 S.M. 324.00

slurry and apply roller horizontal as well as vartical ( two times )

up to good quality and size of grain in elevation as per directed

by engineer incharge.

281 Providing & applying two coats of weather shield max paint (3

coats may be required in case of darker colours.)of ICI Dulux or

Apex Ultima of Asian Paint including applying exterior acrylic

primer coat as per manufacturers specification and directions in

shade and colour approved by architects, on exterior surfaces of

the building including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by the architects

and manufacturers.

Surface Preparation :

surface is thoroughly clean, dry and free from all loose dirt,

chalk, grease, fungi, algae and flaking paint. This can be 2950.00 S.M. 82.00

achieved by brushing with a wire/ stiff coir brush, followed by

water jetting if required. Fill up all minor cracks and defects with

white cement and sand mixture in the ratio 1:3. For application

on previously painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface thoroughly using

Priming: Apply a liberal coat of exterior acrylic primer and allow

it to dry for 4-5 hours. Application of putty is not recommended.

Minimum 4-6 hours duration is required between each coat of

Providing shield max GRAVEL

& laying paint sub base of 10-12 mm size

(Rounded) of compacted thick of 150mm with specified graded

gravel and mixed in place and laid with manually and

compacting with plate vibrator to achieve desired density

including all material, labour, machinery with all leads and lift

283 Providing formwork of ordinary timber planking so

as to give a rough finish including centering shuttering strutting

and propping etc. height of propping and centering below

supporting floor to ceiling not exceeding 4 M. and removal of the 0.00 S.M. 389.03

same for in situ reinforced concrete and plain concrete work in.

(G) Columns PillarsPosts and struts. (2)Circular or curved in

DESCRIPTION QTY UNIT AMOUNT

284 Providing & placing large boulder stone sculpture of various

colors & shape at desire locations. (Preferable Brown shade).

Approx. Min. Size: 1.20 x 1.20 x 1.50 mt. including

transporation and crane charges.

285 Providing & Fixing U-PVC pipe (SWR) confirming to IS no.

13592 (Type "B") of Prince / Supreme / Jain / Astral / Tulsi /

Finolex make for soil and waste discharge system at all floor

levels incl. All fixtures like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture etc. comp. (M.R.) (C)

286 Providing & fixing G.I. Patti clamps at all floor levels of

approved design to C.I. Or S.C.I pipes including the cost of

cutting holes & making good the wall etc. Complete - 160 mm.

287 Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 20.00 No. 90.00

(C) 110 mm dia to upto 150 mm dia

Providing & fixing Z - clamps at all floor levels of approved

design to C.I. S.C.I. or PVC pipes including the cost of cutting

holes & making good the wall etc. Complete - as per architect 474.00 No. 98.00

(D) 150 mm to 200 mm dia

Whole Bridge Paintwork

288 Removing dry or oil bound distemper or any other type of

exterior grade paint by a washing and scraping and sand papering

the wall surface smooth including necessary repairs to scratches 78078.00 S.M 11.30

Rate is incl. of 1% Cess

289 Providing and applying anti carbonation, anti fading, mold

resistant, heat insulating, and 100% acrylic breathable decorative

external waterproof coating of approved shade having Viscosity

@ Room Temperature by Ford cup No. B-4 (dilute 2 parts of

product with I part of water) 18 to 30 sec. pH of 7.00 to

and Sp. Gravity @ Room Temperature 1.30+0.1, tested for 78078.00 S.M 115.92

carbon dioxide diffusion resistance properties for coating

materials and coating systems for exterior masonry and concrete

as per DIN EN 1062-6 (2002- 2010) by a NBA Grade "A"

accredited institution.

Rate is incl. of 1% Cess

290 Decorative theme base designing & painting with all waterproof

materials (Rate: 63/- per Sq.ft.)

External Electrification Work

LT Switchgear, LT Panel, DBs & MCBs

291 Providing and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 35 KA. at

V. having normal current rating 125A. with Fixed thermal &

magnetic release suitable to work on A.C.supply 50 c/s. with all

internal connections, spreader tinned copper & complete erected

in existing 16 G.M.S. housing. 1.00 Ea. 8861.34

ICS=100% of ICU only. Cat III

10% extra for housing/Encloser of MCCB (The Enclosures

should be used of same company of MCCBs to be used)

Basic Rate: 7976 + 10%=

292 Supplying & erecting approved make Four Pole 415V change

over switch interior for panel mounting with operating

mechanism A.C.23 duty confirming to IS for

DESCRIPTION QTY UNIT AMOUNT

(B)63 A; CAT- III 1.00 Ea 4785.38

293 providing and erecting Miniature circuit breaker single pole 0.5A

to 2A system and having breaking capacity 10 KA to be erected

in existing box. confirming to IS 8828/1996 with ISI Mark

294 providing and erecting Miniature circuit breaker single pole 6A

to 25A suitable to operate on 240 V A.C. system and having

breaking capacity 10 KA to be erected in existing box.

confirming to IS 8828/1996 with ISI Mark. Cat. III

295 Providing & erecting 240 V MCB double pole switch for motor

& inductive load (C Curve) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following capacity. 1.00 Ea. 299.97

(A) 6 to 32 Amp. CAT III.

(B) 40 Amp. CAT III. 1.00 Ea. 330.27

296 Providing & erecting 240 V MCB double pole switch for

lighting Load (B Curve) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following capacity

(A) 6 to 32 Amp. CAT III. 1.00 Ea. 278.76

(B) 40 Amp. CAT III. 1.00 Ea. 295.93

297 Providing & erecting 415V MCB Four Pole Switch for Lighting

Load (B curve) having 10KA breaking capacity & confirms to IS

:8828 in existing box having following capacity.

(a) 6 to 32 Amp. Cat-III

(b) 40 Amp. Cat-III 1.00 Ea. 638.32

298 Providing & erecting 415 V MCB Four Pole for Motor &

Inductive Load (C Curve) having 10KA breaking capacity &

confirms to IS :8828 in existing box having following capacity.

(a) 6 to 32 Amp. Cat-III

(b) 40 Amp. Cat-III 1.00 Ea. 668.62

299 Approved make ELCBs / RCCBs conforming to IS: 12640 and

having sensitivity of 30 mA and Short Circuit withstand capacity

of 6 KA and suitable for operation on single phase 240 V. having

characteristic of quick action & tripping with all advance feature

& do not incorporate any electronic component. for following

Max. rating erected as directed

(i) 25 Amps.DP- Cat. III 0.00 Ea 2569.44

(ii) 40Amps. DP- Cat. III 1.00 Ea 2637.11

(iii) 63 Amps. DP- Cat. III 1.00 Ea 3040.10

300 providng and erecting Approved make energy meter 3 phase

wire unbalanced load rating, 10A to 60 Amp. based on

ASIC(Application specific Integral Circuits) digital technology

with accuracy Class - 1 , temper proof, free from effect of

external magnetic field with 3 phase indication, earth & impulse

indication, 6 digit electro mechanical impulse counter, suitable

work on 120 V to 300V per phase 45-55 HZ, housed in robust

enclosure with erection as directed. Cat. III

301 Supplying & erecting approved make SMC press moulded

composite FRP. loop-in, loop-out approx. 2mm thick box

complete with bakelite connector strip 4way & hinged doors

having locking arrangements with mounting clamp with nuts, 46.00 Ea. 1122.11

bolts & washers suitable for erection on pole with cable clamps&

earth bolt of following size of box.

(G) 250mm x 220mm x 135mm [deep]

Cables,Wires & Termination

302 Supplying & erecting XLPE(IS:7098) (I)-88 ISI unarmoured

Aluminium cable 1.1 KV.grade to be erected as directed of

following size.

(a)3 core 2.5 Sq. mm

DESCRIPTION QTY UNIT AMOUNT

303 Providing and erecting Mains with ISI marked electrolyte

stranded copper conductor, Non PVC Zero Halogen free fire

retardant insulated copper conductor, insulated wire (HRFR)

conforms to IS-694, erected in existing pipe with 1.5sq. mm

copper conductor of same specifications for earth continuity of

following size.

[i] 3 wire 1.5 sq.mm 414.00 Mtr. 66.66

304 Supplying & erecting XLPE(IS:7098)(I)-88 ISI unarmoured

copper cable 1.1 KV grade to be erected as directed of following

(E) 3 core 2.5 Sq. mm

(J) 4 core 2.5 Sq. mm 0.00 Mtr. 168.67

(K) 4 core 4 Sq. mm 0.00 Mtr. 240.38

(L) 4 core 6 Sq. mm 0.00 Mtr. 364.61

(M) 4 core 10 Sq. mm 0.00 Mtr. 573.68

305 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable

multistrand Aluminium conductor for 1.1 KV. to be laid on wall

with necessary clamps or in existing trench / pipe of following 560.00 Mtr. 69.69

size of cables.

(A) 3 core 2.5 Sq. mm

306 Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured

cable multistrand / Solid Aluminium conductor for 1.1 KV. to

be laid on wall with necessary clamps or in existing trench / 1260.00 Mtr. 126.25

pipe of following size of cables.

(b) 4 core 6 Sq. Mm

(c) 4 core 10 Sq. Mm 420.00 Mtr. 140.39

307 Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured

cable multistrand Copper conductor for 1.1 KV. to be laid on

wall with necessary clamps or in existing trench / pipe at road 0.00 Mtr. 364.61

crossing or floor of following size of cables.

4 core 4 Sq. mm

4 core 6 Sq. mm 0.00 Mtr. 510.05

4 core 10 Sq. mm 0.00 Mtr. 676.70

308 Making trench in soft soil of suitable width of 90 cms deep for

laying cable or locating the fault all over the run and backfilling 900.00 Mtr. 55.55

the same and making the surface as normal ground.

309 Providing & laying. R.C.C. hume pipe for cable to be laid

cms. below ground across the road crossing or on floor with

necessary material in an approved manner and making the 15.00 Mtr. 343.40

ground as per original.

( C ) 300 mm dia

310 Providing & laying approved make Double walled corrugated

pipes (DWC) of polyethylene(conforming to IS 14930 II )with

necessary connecting accessories of same material at required

depth for laying of cable. below ground / road surface for

enclosing cable .

(A)50 mm outer dia

(C))90 mm outer dia 0.00 Mtr. 95.95

(D)120 mm outer dia. 0.00 Mtr. 137.36

311 Cable Termination

Providing and, fixing heavy duty flange type brass cable gland

with rubber ring for PVC insulated armoured cable complete

with out going tails, insulating tape etc for following size of

(a) 2 to 4 core 2.5 / 4 Sq. mm

(b) 2 to 4 core 6 Sq. mm 45.00 Each 38.38

(c) 2 to 4 core 10 Sq. mm 45.00 Each 38.38

(d) 2 to 4 core 16 Sq. mm 30.00 Each 47.47

(e) 2 to 4 core 25 Sq. mm 0.00 Each 51.51

DESCRIPTION QTY UNIT AMOUNT

312 Providing and, fixing heavy duty flange type brass double

compression type cable gland with rubber ring for PVC

insulated armoured cable complete with out going tails, 20.00 Each 66.66

insulating tape etc for following size of cables.

(a) 3 core 35/50 Sq. mm

313 Providing and, fixing heavy duty flange type brass double

compression type cable gland with rubber ring for PVC

insulated armoured cable complete with out going tails, 20.00 Each 66.66

insulating tape etc for following size of cables.

(A) 3 & 1/2 / 4 core 25 Sq. mm

314 Solderless crimping type Aluminium lugs conforming to IS

suitable for cable of following size evenly crimped with high

pressure tool & connected to switchgear terminals with 75.00 Each 6.06

brass/cadmium plated nut bolts in an approved manner.

(B) 10 Sq.mm 35.00 Each 13.13

315 Solderless crimping type Copper lugs conforming to IS suitable

for cable of following size evenly crimped with high pressure

tool & connected to switchgear terminals with brass/cadmium 35.00 Each 8.08

plated nut bolts in an approved manner.

(B) 10 Sq.mm 35.00 Each 10.10

(C) 16 Sq.mm. 20.00 Each 12.12

(D) 25 Sq.mm. 20.00 Each 15.15

Outdoor Lighting Item

316 Supply of approved make FRP Pole having following

specifications: FRP Light Pole made by CNC filament winding

machine using thermoset resin polyester/epoxy resin system)

having minimum 62% glass content. The pole should be in one

piece and tapered round in shape, having smooth finish and

should be totally free from corrosion as well as non conductive

& shock proof Pole should be provided with FRP Anchor Base

and it should be heavy duty, or MS Material duly painted with

Pole should be flame retardant as per IS 6746. Resin used shall

be UV resistance and pigmented. A highly weather resistant

polyurethane coating shall be applied to the pole after applying

suitable primer system that ensures proper adhesion of the paint.

Minimum coating thickness shall be 80 to 100 micron.

Deflection of the pole shall not exceed more than 10% of the

length of pole for the given load“ Pole should be generally made

as per the dimensional data, performance criteria and some

interchangeability features of poles as per standard ANSI C

136.20 latest version or ASTM D 4923/01 including cable

termination box with necessary accessories . The size of pole and

type of installation with foundation as per manufacturer details

and site requirement are as below .

(1) Suitable for base plate mounting single arm Bracket.

[E] Overall length of 4.5 Mtr. Average Thickness: 7.5mm Top/

Bottom OD Dia A/F 89/151mm ± 2mm approx. approx. Weight

of Pole 21 kg approx. (Without Base) Anchor Base (Size

317 Providing & Constructing M20 CC Foundation for 4 mt Ht Pole

DESCRIPTION QTY UNIT AMOUNT

318 Supplying and erecting LED street light / Flood light fittings with

High power White LEDs wattage of 3 Watt and above assembled

on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminium housing with smooth

finish powder coated and heat sink extruded aluminium with

diffuser and Polycarbonate optics/ lenses with company

mark/name engraved or embossed 160 to 270 V,Power Factor

more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %.( fittings required

LM-79 & LM-80 certificates)(NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges

(A) Street Light (IP-65), Surge protection -4KV integral and

,Light must have 440VAC line supply with over-voltage

(iii) above 24 to 36 watts 10.00 Ea. 2201.80

319 Supplying and erecting LED street light / Flood light fittings with

High power White LEDs wattage of 3 Watt and above assembled

on single MCPCB, efficiency more than 130 lm/w and corrosion

free High pressure die cast aluminum housing with smooth finish

powder coated and heat sink extruded aluminium with diffuser

and Polycarbonate optics/ lenses, with toughened glass with

company mark/name engraved or embossed 160 to 270 V,Power

Factor more than 0.95, THD < 10 %, CCT 3000 K to

5700K,Uniformity ratio >0.45, Luminaire efficacy>

lumens/watt . LED driver efficiency > 85 %. (fittings required

LM-79 & LM-80 certificates) (NOTE: Below description have

shown ranges of Wattage capacity of LED fittings.The Engineer

incharge may select any wattage capacity between the ranges

(B) Flood Light (IP-65), Surge protection -4KV integral and

Light must have 440VAC line supply with over-voltage

(iii) 90 watts, Cat- III. 26.00 Ea. 6088.28

(vi) above 160 to 200 watts, Cat- III. 66.00 Ea. 9647.52

320 (C) Post Top Lantern LED fitting comprises of finish cast

aluminum spigot and spun aluminum canopy fixed with opal

polycarbonate, pipe arrangement for vertical mounting driver and 10.00 Ea. 4819.72

accessories wired upto terminal block.IP

(ii) 32-40W, CAT III.