Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Schedule No. Description of Work Amount Put to Tender

Schedule- B1 Divider

Schedule- B2 Pathway

Schedule- B3 Miscellaneous Work

Schedule- B4 Street Light

Schedule- B5 Thermoplastic Paint and Cat-eye

Schedule- B6 3D wall Painting

Schedule- B7 Advertising Board

Schedule- B8 Plantation

Schedule- B9 Bench

Schedule- B10 Planter

Schedule- B11 Sitting with Plantation

Schedule- B12 U drain

Schedule- B13 Ashphalt Road

TOTAL TENDER COST IN (Rs.)

TOTAL SAY TENDER COST IN (Rs.)

I/We am/are willing to carry out the work at………………….% above/below percent(Should be written in figures and words) of the estimated rate

mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

All work shall be carried out as per public works department hand book and other specifications as per tender or as directed by

Engineer in charge.

Rates quoted include clearance of site (Prior commencement of work and at its close) in all respects and hold good for work under

all conditions, site, moisture, weather etc.

Chief Officer, Palanpur

Signature of Contractor with Stamp Nagarpalika

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Divider and railing

Sr. No. Description Quantity Unit Total Rate Rate in words Amount

1 Demolition and disposal of unserviceable 1806.00 Cum 541.18 Rupees Five

materials with all lead and lift.(i) Lime concrete. Hundred Forty One

and Eighteen Paise

1A Dismentling steel work including distempering and 17200.00 Kg 3.85 Rupees Three and

stacking the materials with all lead and lift. Eighty Five Paise

2 Excavation for foundation upto 1.5 m depth 172.00 Cu.m 198.77 Rupees One

including sorting out and stacking of useful Hundred Ninety

materials and disposing off the excavated stuff Eight and Seventy

upto 50 Meter lead.(A) Loose or soft soil Seven Paise Only

3 LIME .MURRUM BULIDING RUBBISH EARTH MANURE 1978.00 Cu.m 103.27 Rupees One

OR SLUDGE & EXECAVATED ROCK AND RUBBISH Hundred Three and

(2) EARTH 5 KM LEAD Twenty Seven Paise

4 Providing and laying cement concrete 1:3:6 (1- 85.46 Cu.m 2978.98 Rupees Two

Cement : 3-coarse sand : 6- hand broken stone Thousand Nine

aggregates 40 mmnominal size) and curing Hundred Seventy

complete excluding cost of formwork in (A) Eight and Ninety

Foundation and Plinth Eight Paise Only

5 Construction of cement concrete Vaccum Wet 1720.00 Rmt 1373.60 Rupees One

press kerb on Central Verge (Both side) with Thousand Three

Height= 680mm, Length=230 and width=235mm, Hundred Seventy

foundation having 50 mm projection beyond kerb Three and Sixty

stone, kerb stone laid with kerb laying machine, Paise Only

foundation concrete laid manually.

6 Filling in foundation and plinth with murrum or 163.94 Cu.m 282.08 Rupees Two

selected soil in layers of 20cm. thickness including Hundred Eighty Two

watering, ramming and consolidating etc. and Eight Paise

7 Wall painting (two coats) with plastic emulsion 518.40 Sqm 83.19 Rupees Eighty Three

paint of approved brand and manufacture on and Nineteen Paise

undecorated wall surface to give an even shade Only

including throughly

brushing the surface free from mortar droppings

and other foreign matter and sand papered

8 smooth. Making and Installation of 1200 mm high

Providing, 860.00 Rmt 7575.00 Rupees Seven

and 25 mm thick Glass rainforce Concrete Railing Thousand Five

of approved Desing and Colour in 50mm X 50 mm Hundred Seventy

X 3 mm Hollow Square mild Steel pipe frame with Five Only

Neccessory Screws, Nuts, Bolts, etc. with 1 coat of

Primer and 2 coats of Enamel paint matching with

GRC Railling fix in 300mm X 300mm X 300mm M-20

RCC footing with Excavation and Filling of Earth. As

per direction of Engineer In charge.

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr. No. Description Qty Unit Total Rate Rate in Amount

1 Excavation for foundation upto 1.5 m 1186.80 Cu.m 212.53 Rupees Two

depth including sorting out and Hundred

stacking of useful materials and Twelve and

disposing off the excavated stuff upto 50 Fifty Three

Meter lead.(A) Loose or soft soil Paise Only

2 LIME .MURRUM BULIDING RUBBISH EARTH 1186.80 Cu.m 103.27 Rupees One

MANURE OR SLUDGE & EXECAVATED ROCK Hundred

AND RUBBISH Three and

(2) EARTH 5 KM LEAD Twenty

3 Providing and laying cement concrete 1135.20 Cu.m 2978.98 Rupees Two

1:3:6 (1-Cement : 3- coarse sand : 6- hand Thousand

broken stone aggregates 40 mmnominal Nine

size) and curing complete excluding cost Hundred

of formwork in (A) Foundation and Plinth Seventy

4 Providing formwork of ordinary timber 2408.24 Sq.m 180.40 Ninety Eight

planking so as to give a rough finish Hundred

including centering shuttering strutting and Eighty and

propping etc. Height of propping and Forty Paise

centering below supporting floor to ceiling Only

not exceeding 4 M. and removal of the

same for in situ reinforced concrete and

plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass

5 Filling in foundation and plinth with murrum 51.60 Cu.m 282.08 Rupees Two

or selected soil in layers of 20cm. thickness Hundred

including watering, ramming and Eighty Two

consolidating etc. complete. and Eight

6 Providing and fixing pre-cast Rubber Dye / 3440.00 Sq.mt 701.90 Rupees

steel Dye inter locking concrete block Seven

60mm thick with grade of concrete M300 Hundred

pnumatic compressed / vibrated One and

mechanically and as per approved design Ninety Paise

Confirming to IS 15658 : 2006 including 35 Only

mm Sand layer for levelling and filling the

joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc.

7 Pre cast concrete kerb 5160.00 Rmt 820.00 Rupees Eight

Providing & fixing M30 grade of concrete Hundred

factory made precast exposed/ fair finish Twenty Only

kerb stones of approved make and as per

sample approved of any sizes, any shape.

Kerbs shall be fixed on the foundation

prepared of M15 grade concrete as of

approved design including excavation,

curing, formwork (if required), flush pointing

in CM (1:2) for all joints of the kerbstones

etc. complete. The rate shall also include

for erecting and fixing the pieces in

position for complete kerb systems with

Chamfered type/ pencil corner kerbs

including necessary accessories of kerb

like radius kerbs, corner kerb, quadrant

kerbs, drain out kerb, flat kerb, parking

edge kerb, ramp kerb, etc complete as

per drawing. Precast kerb shall be protect

with good quality plastic sheet for

protection against bituminous/ concrete

work. The rate shall include the cost of

base excavation, base PCC M15 grade,

joining, curing, protection etc complete as

directed by engineer in charge. Rate shall

be unit of One Cum. For the payment,

kerb volume shall be considered. (Sample

must be approved).

8 Dismentaling tiled of stone floors laid in 800.00 Sqm 49.12 Rupees Forty

mortar including stacking of serviceable Nine and

materilas and disposal of unserviceable Twelve Paise

materials with all lead and lift. Only

Total Amount (Rs)

Total Amount (Rs)

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Miscellaneous Work

Sr.no. Description Qty Unit Total Rate Amount

Providing and fixing Precast RCC Bollards with

1 coats of painting. 500 Nos 610.00

Cautionary Warning Sign :-Providing and fixing sing

boards made out of 2mm aluminium sheet; size 90 x

90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy

primer and two coats of best quality epoxy paint

;reflectorised with retro refiectivesheeting as per

latest M.O.S.T.Specifications; 3.1m long stand

2 postand frame fabricated from suitable sizeiron 30 Nos 3808.66

angle of 35 x35 x 3mm, 75 x 75 x 6mm as required;

painted with bestqualityepoxy coatings in black

andwhite bends. The details of symbolforeach

board shall be as per theinstruction of engineer in

charge.The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms.for each leg.including

excavation, curing etc.complete under

thesupervision of engineer in charge.(A) Engineer

Informatory Signs :-Providing and fixing sing boards

made out of 2mm aluminium sheet; size 80 x 60cms.

rectangle as per the design of IRC-67-1977 pre

treated with phospheting process & acid teching;

coated with one coat of epoxyprimer and two

coats of best qualityepoxy paint; reflectorised with

retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame

fabricated from suitable sizeiron angle of 35 x 35 x

3mm75x75x6mm as required; painted with best

qualityepoxy coatings in black and whitebends. the

details of symbol for eachboard shall details of

symbol for eachboard shall be as per the instruction

ofengineer in charge. The fixing at site shall be in

1:2:4 CC block of size 45 x45 x 60cms. for each leg.

including excavation curing tec. complete under

the supervision of engineer in charge.(A) Engineer

Providing Supplying and fixing MS hanging

4 Garbage Dustbin 30 Nos 4000.00

Painting one coats (excluding priming coat) on

previously painted steel and other metal surface

5 with enamel paint, brushing to give an even shade 129 Sqm 57.64

including cleaning the surface of all dirt, dust and

other foreign matter.

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr. No. Description Quantity Unit Total Rate Rate in words Amount

Supplying and Installation of Approved make

Integrated LED Solar light fitting comprising in built

Poly crystalline solar panel,Lithium-ion 3.7 V battery,

Rupees Nine Thousand

LED CRI Greater than 70, CCT-6500K, 80 lum/watt

Nine Hundred Forty Six

1 all housed in Extruded Aluminium body,with motion 115.00 Each 9946.48

and Forty Eight Paise

sensor & auto on -off device erected on existing

pole with following specifications.

Supplying and erecting approved make

Octagonal pole made from HR sheet steel. The

pole should be made as per IS. and shall be

coated with hot dip galvanizing as per IS

2629/2633/4759, suitable suspend local wind speed

with integral Junction box consist of terminal plate Rupees Four Thousand

2 of min 6mm Hylam sheet, standard profile 115.00 Each 4237.96 Two Hundred Thirty Seven

35mmX7.5mm Din-Rail for MCB Mounting, stud type and Ninety Six Paise Only

terminal and arrangement for cable termination to

be erected With Suitable foundation (Included) as

per details given by manufacturer considering site

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

ESTIMATE OF THERMOPLASTIC PAINT AND CAT EYE

Sr. No. Description Quantity Unit Total Rate Rate in words Amount

Road marking with hot applied thermoplastic

paints with reflectorising glass beads on bitumin

surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including

reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied

glass beds as per IRC:35- 2015. The finished surface

to be level, uniform and free from streaks and

holes. zebra patta /bump patta lane/center line/

edge line/cut patta. The white color marking Rupees Three Hundred

1 should provide liminance coefficinet on cemend 408.50 Sqm 367.73 Sixty Seven and Seventy

road shalll be min 130 mcd/m2/lux and Asphalt Three Paise Only

road shall be min 100 mcd/m2/lux during the

service life during the day time. The marking should

meet the performance criteria for night time

reflectivity, wet reflectivity and skid resistance as

mentioned in the section-15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two

Cat Eye / Road Stud / RPM: Supplying Raised

Pavement Markers made of polycarbonate and

ABS moulded body and reflective panels with

Micro prismatic lens (No Glass bead lens) capable

of providing total internal reflection of the light

entering the lens face and shall support a load of

13635 kgs. tested in accordance to ASTM D

Type H and complying to Specifications of

Category A of MORTH Circular No RW/NH/33023/10-

97 Ð DO III Dt 11.06. 1997. The height, width and

Rupees Three Hundred

length shall not exceed 20 mm, 130 mm and

2 618.00 Nos 326.23 Twenty Six and Twenty

mm and with minimum reflective area of 13 Sqcm

Three Paise Only

on each side and the slope to the base shall be

+/- 5 degree. The body of the marker should

having finger grip for easy and accurate

placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the

marker should be as per the IRC 35-2015 and as

directed by Engineer-in-charge.

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr.no. Description Qty Unit Total Rate Rate in words Amount

Side Wall Painting or 3D painting Wall painting (two

coats) natural /artificial art or 3D picture on surface

to give an required shape even shade including Rupees Six Hundred

1 throughly brushing the surface free from mortar 840 Sqm 600

droppings and other foreign matter and sand

papered smooth to remove all dirt, and remains of

20mm thick sand faced cement plaster on walls Rupees Three Hundred

2 upto height 10 metres above ground level consisting 840 Sqm 320.6952 Twenty and Sixty Nine

of 12mm thick backing coat of C.M. 1:3 (1-cement : Paise Only

3-sand) and 8mm thick finishing coat of C.M. 1:1 (1-

cement : 1-sand) etc. complete

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Advertising Billboard

Sr. No. Description Qty Unit Total Rate Amount

1 Excavation for foundation upto 1.5 m 3.46 Cu.m 212.53

depth including sorting out and

stacking of useful materials and

and Fifty Three

disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil

2 LIME .MURRUM BULIDING RUBBISH EARTH 3.46 Cu.m 103.27

MANURE OR SLUDGE & EXECAVATED ROCK Rupees One

AND RUBBISH Hundred Three

(2) EARTH 5 KM LEAD and Twenty Seven

3 Providing and laying cement concrete 0.40 Cu.m 2978.98

1:3:6 (1-Cement : 3- coarse sand : 6- hand

broken stone aggregates 40 mmnominal

Hundred Seventy

size) and curing complete excluding cost

Eight and Ninety

of formwork in (A) Foundation and Plinth

Eight Paise Only

4 Providing and laying controlled cement 1.60 Cu.m 4232.84

concrete M.250 and curing complete Rupees Four

excluding the cost of formwork and Thousand Two

reinforcement for reinforced concrete Hundred Thirty

work in (A) Foundations, footings, Base of Two and Eighty

columns and Mass concrete. Four Paise Only

5 Providing formwork of ordinary timber 6.40 Sqm 180.40

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

and Forty Paise

same for in situ reinforced concrete and

plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass

6 Filling in foundation and plinth with murrum 1.46 Cu.m 282.08 Rupees Two

or selected soil in layers of 20cm. thickness Hundred Eighty

including watering, ramming and Two and Eight

consolidating etc. complete. Paise Only

7 Providing TMT Bar FE 500D reinforcement 128.00 Kg 77.29

for R.C.C. work including bending, binding

and placing in position complete upto

Seven and Twenty

floor two level

Nine Paise Only

8 Steel work, riveted in built up sections 24.22 Qui. 5889.51

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of red lead paint. (A) In beams and

joists, channels angles Tees, flats, with

connecting plates or angle cleats as in

Nine and Fifty One

main and cross beams. Hip and jack

rafters, purlins conneted to common rafters

Total Amount for 1 board

Total Amount for 1 board

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr. No. Description Quantity Unit Total Rate Rate in words Amount

Supplying and stacking of good earth at site

Rupees Eight Hundred

including royalty and carriage upto 5 km lead

1 70.00 Cum 803.75 Three and Seventy Five

complete (earth measured in stacks will be

reduced by 20% for payment).

Supplying and stacking at site dump manure from

Rupees Three Hundred

approved source, including carriage upto 5 km

2 35.00 Cum 391.35 Ninety One and Thirty

lead complete (manure measured in stacks will

Five Paise Only

be reduced by 8% for payment) :

Providing and stacking of Azadirachta indica (

Neem ) of height 120-130cm in big polybag of size Rupees Seventy Two

25 cm as per direction of the officer-in-charge and Twenty Paise Only

Providing and stacking of Peltophorum species of

height 150-165 cm. in big poly bags of size 25 cm

4 70.00 Nos 65.00 Rupees Sixty Five Only

as per direction of the officer-in-charge

Providing and stacking of Delonix regia

(Gulmohar) of height 150-165 cm. in big poly bags

5 70.00 Nos 65.00 Rupees Sixty Five Only

of size 25 cm as per direction of the officer-in-

Providing and stacking of Polyalthia longifolia

(Ashok) of height 150-165 cm. in earthen pots of Rupees Eighty Six and

size 25 cm as per direction of the officer-in-charge Sixty Five Paise Only

Providing and stacking of Cassia fistula (Amaltash)

of height 120-135 cm. in big poly bags of size 25 Rupees Sixty Nine and

cm as per direction of the officer-in-charge Eighty Paise Only

Providing and stacking Bougainvillea (Variety

Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet

Queen, Variegated, Glabra Formosa, Peruviana

Odissi, Paratha, Subhra,Thimma, Spectabilis L.N

Rupees Forty Two and

8 Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 70.00 Nos 42.15

Fifteen Paise Only

branches in 20 cm size of Earthen pots / Plastic

pots & as per direction of the officer-in-charge

Duranta Golden, having ht.15 to 20 cm bushty

9 shape with fresh and healthy leaves in 15 cm size 70.00 Nos 19.00 Rupees Nineteen Only

of Earthen Pot / Plastic Pot.

Hibiscus rosasinensis of height 45-60 cm. with 3-4

10 70.00 Nos 32.00 Rupees Thirty Two Only

branches in earthen pot of size 20 cm

Nerium oleander (Kaner) of height 45-60 cm. with Rupees Twenty Seven

3-4 branches in poly bag of size 20 cm Only

Jatropha multifida (red colour) of height 45-60 cm.

12 with 2-3 branches in earthen pot of size 20 cm 70.00 Nos 32.00 Rupees Thirty Two Only

Providing and supplying cylindrical tree guard

Rupees Four Hundred

13 350.00 Nos 499.87 Ninety Nine and Eighty

Seven Paise Only

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr. No. Description Qty Unit Total Rate Amount

The free sitting area shall consist of benches of

varying sizes, colors, designs, and materials such

as concrete, steel, or a combination thereof,

offering a visually dynamic and functional Rupees

seating arrangement. All bench designs, Eight

including structural and aesthetic elements, Thousand

shall be finalized and installed only after Only

approval from the Engineer-in-Charge to ensure

quality, safety, and harmony with the overall

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr.no. Description Qty Unit Total Rate Rate in words Amount

Providing and laying controlled cement concrete Rupees Four Thousand

M.200 for curing complete excluding cost of Four Hundred Sixty Eight

1 formwork and reinforcement for reinforced concrete 12.084 Cum 4468.71

and Seventy One Paise

work in (C) Slabs,landing,shelves,Balconies Lintels, Only

Beams, Girders and Cantilever upto floor two level

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 Rupees Two Hundred

2 exceeding 4 M. and removal of the same for in situ 167.48 Sqm 207.12 Seven and Twelve Paise

reinforced concrete and plain concrete work in. (B) Only

Flat surfaces such as soffits of supspened floors slabs

Landings and the like. (H) (1) Sides and soffits of

Beams Beam Haunchings cantilevers Girders

Bressumers and Lintels not exceeding 1 M. in Depth.

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sitting with Plantation

Sr. No. Description Qty Unit Total Rate Rate in words Amount

Clearing and grubbing road land

including uprooting rank vegetation grass

Rupees Eighty Four

bushes,shrubs,sapling and trees girth up to

Thousand Two Hundred

1 300 mm removal of stumps of trees cut 0.0360 Hectare 84255.99

Fifty Five and Ninety Nine

earlier and disposal of unserviceable

materials(A) By manual means in area of

Excavation for foundation upto 1.5 m

depth including sorting out and stacking of

Rupees One Hundred

useful materials and disposing off the

2 126.00 Cum 198.77 Ninety Eight and Seventy

excavated stuff upto 50 Meter lead.(A)

Seven Paise Only

Loose or soft soil

3 LIME .MURRUM BULIDING RUBBISH EARTH 126.00 Cu.m 103.27

MANURE OR SLUDGE & EXECAVATED ROCK

AND RUBBISH Rupees One Hundred Three

(2) EARTH 5 KM LEAD and Twenty Seven Paise

Providing and laying cement concrete

1:3:6 (1- Cement : 3- Coarse sand : 6-

Rupees Two Thousand Nine

Graded brick bat aggregate 40mm normal

4 30.00 Cum 2978.98 Hundred Seventy Eight and

size) and curing complete excluding cost

Ninety Eight Paise Only

of formwork in (A) Foundation and Plinth

Providing and laying controlled cement

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete Rupees Three Thousand

5 work in (A) Foundations, footings, Base of 36.00 Cum 3943.33 Nine Hundred Forty Three

columns and Mass concrete and Thirty Three Paise Only

Brick work using common burnt clay

building bricks having crushing strength not

Rupees Four Thousand Five

less than 35 kg./Sq.Cm. in foundation and

6 110.40 Cum 4596.11 Hundred Ninety Six and

plinth in Cement Mortar 1:5. (1- Cement : 5 -

Eleven Paise Only

fine sand)(A) Modular

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

Rupees One Hundred

7 not exceeding 4 M. and removal of the 240.00 Sqm 180.40

Eighty and Forty Paise Only

same for in situ reinforced concrete and

plain concrete work in. (A) Foundations

Footings Bases of Columns etc. and Mass

Providing TMT Bar FE 500D reinforcement

for R.C.C. work including bending, binding

and placing in position complete upto Rupees Seventy Seven and

floor two level Twenty Nine Paise Only

20mm thick sand faced cement plaster on

walls upto height 10 metres above ground

level consisting of 12mm thick backing

coat of C.M. 1:3 (1-cement : 3-sand) and Rupees Three Hundred

9 8mm thick finishing coat of C.M. 1:1 (1- 480.00 Sqm 320.70 Twenty and Seventy Paise

cement : 1-sand) etc. complete. Only

Supply and fixing of Natural Stone Wall

Cladding panels, size 150mm x 600mm, in

'White Tiger' pattern, made from natural

stone with a textured finish and a blend of

white and grey tones.

The cladding shall be suitable for both

interior and exterior applications, fixed

over a prepared surface with approved

adhesive or mechanical fixing system as

per manufacturer's specifications. The

stone panels shall be durable, weather- Rupees Two Hundred Ten

resistant, and aesthetically consistent, Only

enhancing the visual appeal of feature

walls, facades, columns, and fireplaces. All

workmanship shall be neat and joints

aligned properly to ensure a seamless

appearance. Installation to be completed

in accordance with architect’s direction

and as per site conditions.

Providing and laying polished Kota stone

slab flooring over 20mm (Average) thick

base of cement mortar 1:6 (1-cement : 6-

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 -

Rupees One Thousand

coarse sand) laid over and jointed with

11 32.00 Sqm 1018.88 Eighteen and Eighty Eight

grey cement slurry mixed with pigment to

match the shade of slab including rubbing

and polishing etc. complete. (A) 25mm

Providing Loam or clay soil of approved

quantity on site

Rupees One Hundred Forty

Six and Forty Paise Only

Providing pure doob grass suckers and

planting the same at a distance of 8 to

cm. both ways and maintaining the same

till well established.(about 45 days)

13 Sqm 24.00 Rupees Twenty Four Only

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Sr.no. Description Qty Unit Total Rate Rate in words Amount

Factory-cast reinforced cement concrete (RCC)

precast U-shaped drain section, manufactured with

M-30 grade concrete, thickness 100 mm, with

precast RCC cover slab. The drain unit shall be of

size Height: 450 mm, Width (Internal): 450 mm,

Length: 2000 mm, including necessary lifting hooks,

proper curing, and finishing. The cover slab shall be

1 1720 Nos 1900 Thousand Nine

of adequate thickness with anti-skid chequered

finish, provided with perforation/lifting holes. The unit

shall conform to IS standards, suitable for

stormwater/roadside drainage works, including

supply, loading, unloading, and stacking at site

complete in all respects.

Iconic road at Kirti stambh to gurunanak chowk to citylight road to sanjay chowk

Description Qty Unit Total Rate Rate in words Amount

Clearing and grubbing road land including uprooting rank

Rupees Eighty Four

vegetation grass bushes, shrubs, sapling and trees girth up

Thousand Two Hundred

1 to 300 mm removal of stumps of trees cut earlier and 1.38 Hactore 84256.67

Fifty Six and Sixty Seven

disposal of unserviceable materials(A) By manual means in

area of light jungle.

Demolition of Brick work and stone masonry including

Rupees Three Hundred

stacking of serviceable materilas and disposal of

2 567.60 Cu.m 374.14 Seventy Four and

unserviceable materials with all lead and lift. (i) In Lime

Fourteen Paise Only

LIME .MURRUM BULIDING RUBBISH EARTH MANURE OR Rupees One Hundred

3 SLUDGE & EXECAVATED ROCK AND RUBBISH 1558.32 Cu.m 103.26 Three and Twenty Six

(2) EARTH 5 KM LEAD Paise Only

Providing and laying compacted W.B.M. 150 mm thick of

machine crushed B.T. metal of size 45 mm to 63 mm with Rupees One Thousand

4 using 20% stone screenings grit & stone dust as filler 193.50 Cu.m 1611.868 Six Hundred Eleven and

including spreading, watering & consolidation by vibratory Eighty Six Paise Only

roller etc complete.

Providing and laying Spreading and compacting graded

stone aggregate to Wet mix macadam as per MORT&H

specification incl. premixing the material with water to

Rupees One Thousand

O.M.C. in mechanical mix plant. Carriage of mixed

5 206.40 Cu.m 1012.481 Twelve and Forty Eight

material by tipper to site, laying in uniform layers with

mechanical means in sub base/ base course on well

prepared surface and compacting with vibratory roller to

achieves the desired density.( R.A.)

Scarifying gravelled macadam or bitumen macadam

Rupees Forty One and

6 surface 6 cm to 10 cm.depth including stacking useful 12384 Sq.m 41.6019

Sixty Paise Only

materials on road side and disposing off remaining stuff.

Providing and applying tack coat with mechanical

Rupees Forty Two and

7 sprayer using Emulsion grade RS1at the rate of 2.50 Kg/10 15360 Sq.m 42.42

Forty Two Paise Only

Sq.mt. including preparing the surface etc. complete

Providing and applying Priming Coat with bitumen

emulsion (SS-1) on prepared surface of granular base Rupees Forty Two and

including cleaning of road surface and spraying primer at Forty Two Paise Only

the rate of 7.50 Kg / 10 Sqm using mechanical means.

Providing & laying 37.50mm thick B.M. with B.T. aggregates

as per M.O.R.T.&H. specification & asphalt for tack coat at

the rate of 2.5 kg./ 10 Sqm. with michenical sprayer &

bitumin grade VG-30 Grade for mixing at the rate of

Kg./M.T. i.e.3.40% of total weight of mix including heating Rupees Three Thousand

the aggregare & asphalt in continuous batching drum mix Three Hundred Seventy

plant and spreading the same by paver finisher and Four and Thirty Eight

consolidation with vibratory roller including paving all Paise Only

materials equipments, tools & plants, fire wood, oil,

kerosene, labour charges etc complete using contractor's

own machinery drum mix plant & paver finisher etc.

Providing and laying 25 mm thick compacted S.D.B.C with

B.T. stone chips as per MORT & H gradation and asphalt

VG - 30 for mixing at the rate of 5.00 % by weight of total

mix i.e (50.00 kg/MT by weight of total mix) including

heating the asphalt and aggregates by continuous drum Rupees Four Thousand

10 mix plant & spreading the same by paver finisher including 791.20 MT 4092.414 Ninety Two and Forty

rolling & consolidation with 10-12 tones vibratory and One Paise Only

power roller & providing all materials, equipments, tools &

plants, fire wood, oil, kerosene, labour charges etc. and

using contractor's own machineries Batch mix plant and

paver finisher etc. complete

Providing & Applying Ashphalt pinting by spraying asphalt

60/70 grade of 5.00 kg / 10 smt. & than spreading sand at Rupees Forty Two and

a rate 0.03 cmt / 10 smt. Including preparing surface Forty Two Paise Only

heating asphalt etc. complete as directed

Renovation of manhole:

Renovation of manhole by increasing the height at top

including cost of excavation, refitting of C. I. manhole

frame and cover curing etc. complete incl. all carting and Rupees Three Thousand

12 providing of materials which is required for the purpose 20 No 3374.00 Three Hundred Seventy

(except manhole frame and cover) For all type manhole Four Only

by providing RCC 1:2:4 Partition walls with required

reinforcement 25 cm thick and circular opening with

500mm clear dia and 0.40 mt. av. ht.

Tracing of old manhole Rupees One Thousand

1) All type Two Hundred Two Only

Providing and supplying ISI Standard R.C.C. pipes and

Excavation for pipe line trenches with shoring and struting

if required as per required gradient and line including up

to all required lead cleaning the site etc. complete for all

Rupees Twenty Four

lifts and strata as specified.Refilling the pipeline trenches

Thousand Nine Hundred

14 incl. ramming, watering, consolidating desposal of surplus 15 No 24930.38

Thirty and Thirty Seven

stuff as directed. Filling in plinth with sand under pipes

including watering ramming, consolidating and dressing

complete. Including Construction of valves chambers in

brick or bela stone masonry, locally available in C. M. 1:6

of Size 0.60 m x 0.60 m and Depth as per site condition.

RCC precast M.H. Frame & Cover Manufacture, supply &

Delivery at store or at site of work precast RCC M.200

Frame & cover suitable to drainage M.H. and as per type

design & Drawing including cost of reinforcement M.S.

Angles or Flat, curing mold work etc.

Rupees One Thousand

15 Heavy Duty Frame Suitable for 50 Cm oprning og MH 25 Nos. 1289.15 Two Hundred Eighty Nine

and Fifteen Paise Only

Rupees One Thousand

Three Hundred Forty

16 Cover Suitable for 50 Cm oprning og MH 25 Nos. 1348.95

Eight and Ninety Five