CONSTRUCTION OF BOX CULVERT NEAR SHIV RESIDENCY (OLD KESHRINANDAN) TOWARDS EASTERN KOTHARIYA GAMTAL WARD NO 18.

Name of Work: -CONSTRUCTION OF BOX CULVERT NEAR SHIV RESIDENCY

(OLD KESHRINANDAN) TOWARDS EASTERN KOTHARIYA GAMTAL WARD

Milestone dates for e-tendering is as under

1. Downloading of e-Tender documents 13/3/26 To 31/3/26 upto 17.00 Hrs.

2. Pre-bid Meeting 18/3/26 at 16.00 Hrs.

3. Online submission of e – Tender 31/3/26 upto 18.00 Hrs.

4. Physical submission of EMD, Tender fee and other Before 7/4/26 and 18.00 Hours

documents required as per Financial and Experience

5. Opening of online technical bid 8/4/26 at 11.00 Hours onwards

6 .Verification of submitted (EMD, documents 8/4/26 at 11.00 Hours onwards

e -Tender fee, etc.)

7. Opening of Price Bid (If possible) 9/4/26 at 11.00 Hours onwards

8. Bid Validity 180 Days

For further details, pre-qualification criteria etc. Visit www.tender.nprocure.com

RECAPITULATION SHEET

NAME OF WORK: CONSTRUCTION OF BOX CULVERT NEAR SHIV RESIDENCY

(OLD KESHRINANDAN) TOWARDS EASTERN KOTHARIYA GAMTAL WARD NO

DESCRIPTION AMOUNT

Sub Estimate - 1 - construction of Bridge +

Approach Estimate

Sub Estimate - 2 - Diversion Estimate

Total Construction Cost in Rs.

Add 18 % GST on Construction Cost in Rs.

I/We am/are willing to carry out the above said work at TO BE QUOATED

ONLINE ONLY At par / above / below %to the amount put to

tender.(Should be quoted in figures and words below/above the

estimated rates mentioned above.)

Amount of my/ours

Tender works out as under:

1) %above/below/At Paris to be submitted online only.

2) All work shall be carried out as per the specifications-MoRTH,BIS and

manual or as directed)

3) Rates quoted include cleaning of site (prior to commencement of work

and at its close) in all respects and hold for work under all conditions,

site moisture, weather, etc.

Signature of Contractor with Seal Signature of City Engineer -

Sr Item of work Total Unit Estimated Rates Total Amount

Sr Item of work Total Unit Estimated Rates Total Amount

In Figures In Words

1 Clearing and grubbing road land 1.00 Ha. 28,173.36 Rupees

including uprooting trunk TwentyEigh

vegetation, grass bushes, shrubs, t Thousand

saplings and tree girth up to 300 One

mm, removal of stumps of trees Hundred

cut earlier and disposal of SeventyThr

unserviceable materials (C) by ee Paise

mechanical means in area of light ThirtySix

2 Marking out the center line of the 1.00 L.S 50,000.00 Rupees

Bridge and various other Fifty

component structures and Thousand

complete lining out and leveling Only

with theodolite, levels,including

constructing necessary masonory

pillars for lines and levels and

establishing nesessary bench

marks etc. complete as directed.

3 Shifting of Telephone /Electric 10.00 Nos. 190.28 Rupees One

poles and Lines (Removal of Hundred

telephone/Electric poles Ninety

including excavation and Paise

dismantling of foundation TwentyEigh

concrete and lines under the t Only

supervision of concerned

department, disposal with all lifts

and up to any lead and stacking

the serviceable and

unserviceable material included)

4 Dismantling the existing 976.0 Cum 965.010 Rupees

structure including removing and 0 . Nine

stacking the dismentelled Hundred

materials as and where directed. SixtyFive

(A) R.C.C. work Paise One

5 Providing and installation of 1236. Sqm 1,338.00 Rupees One

barricading with retro-reflective 00 . Thousand

paint /film /tapes as specified in Three

the drawing @ 3m high & Hundred

specifications on rental basis only Thirty-eight

for the construction of bridge, Only

along with necessary diversion

arrangement for existing traffic

movement in an unobstructed

condition, all relevant markings,

sign boards and illumination as

per relevant MORT&H

specification. Rate to be inclusive

of all materials, fabrication

works, paint works, foundation

works, transportation, loading,

unloading, installation, removing

& relocating and inclusive of all

taxes and including the same

design for providing openable

gates. No extra rental will be

given to the contractor in case of

any delays from his part for

construction or due to any valid

time limit extensions. Each

barricading sheet is to be

numbered with a unique number.

The contractor may reuse the

same sheet for barricading else

where with in the project

boundaries, however in such

case, he will not been titled for

separate rent for reuse. After the

completion of project, the owner

ship of barricading will remain

with the contractor. Blinkers are

to be installed on the barricading

. Barricading is to be cleaned by

means of washing with water on

a weekly basis or a sand when

required as per the instructions

of Engineer in charge.

6 Excavation of Foundation in Soft 1569. Cum 299.00 Rupees

Rock from 0.0 mtr. to 1.50 mtr 50 . Two

depth including dewatering with Hundred

lifting and laying in RMC limit as Ninety-nine

instructed. Only

7 Excavation of Foundation in Hard 88.50 Cum 725.00 Rupees

Rock with Breaker / Blasting / . Seven

Gann from 1.51 mtr. to 3.0 mtr Hundred

depth including dewatering with TwentyFive

lifting and laying in RMC limit as Only

8 Providing and filling PCC in 258.0 Cum 4,626.00 Rupees

foundation with ordinary cement 0 . Four

concrete M15 grade and Thousand

providing necessary pin headers Six

including formwork, vibrating, Hundred

ramming, compaction, leveling, TwentySix

curing, etc. complete. Only

9 Providing and casting in-situ 509.1 Cum 6,100.00 Rupees Six

controlled cement concrete of 0 . Thousand

M35 grade for RCC work for Box One

Culvert Base Slab with 20 mm Hundred

down coarse aggregate of the Only

required size for any depth

including dewatering, scaffolding

centring, shuttering, mixing,

placing in position, consolidating

with mechanical vibrators,

curing, deshuttering carefully,

making good the damages, fixing

embedment, inserts, pockets,

wherever necessary as per

specification and drawing.

10 Providing and casting in-situ 249.3 Cum 6,900.00 Rupees Six

controlled cement concrete of 0 . Thousand

M35 grade for RCC work for Box Nine

Culvert Walls with 20 mm down Hundred

coarse aggregate of the required Only

size for any depth including

dewatering, scaffolding centring,

shuttering, mixing, placing in

position, consolidating with

mechanical vibrators, curing,

deshuttering carefully, making

good the damages, fixing

embedment, inserts, pockets,

wherever necessary as per

specification and drawing.

11 Providing and casting in-situ 383.6 Cum 6,700.00 Rupees Six

controlled cement concrete of 0 . Thousand

M35 grade for RCC work for Box Seven

Culvert Top Slab with 20 mm Hundred

down coarse aggregate of the Only

required size for any depth

including dewatering, scaffolding

centring, shuttering, mixing,

placing in position, consolidating

with mechanical vibrators,

curing, deshuttering carefully,

making good the damages, fixing

embedment, inserts, pockets,

wherever necessary as per

specification and drawing.

12 Providing and casting in situ 14.20 Cum 5,035.00 Rupees Five

controlled cement concrete M- . Thousand

300 for Kerb/ Kerb blocks ThirtyFive

including formwork curing and Only

finishing, complete.

13 Providing and placing in position 48.76 MT 73,127.42 Rupees

FE 550 D bar reinforcement for SeventyThr

following items including cutting ee

bending hooking and tying Thousand

complete as per detailed One

drawing.For :- RCC Raft for Box Hundred

Culvert and Retaining wall. TwentySev

14 Providing and laying in position 24.08 MT 73,127.42 Rupees

FE 550D TMT bar reinforcement SeventyThr

including cutting, bending, ee

hooking and tying complete as Thousand

per detailed drawings for the One

following.(A) Box Walls (B) Hundred

Retaining wall stem. TwentySev

15 Providing and placing in position 36.44 MT 72,517.84 Rupees

FE 550D TMT bar reinforcement SeventyTw

including cutting, bending, o Thousand

hooking, and tying complete as Five

per detailed drawing. (A) Top Hundred

Slab of Box Culvert. Seventeen

16 Providing and fixing in position 10.76 MT 72,517.84 Rupees

FE 550D TMT bar reinforement SeventyTw

including cutting, bending and o Thousand

tying complete as per detailed Five

drawings. (A) R.C.C. Kerb. (B) Hundred

R.C.C. Approch slab.(C) R.C.C. Seventeen

Crashbarrier. Paise

17 Providing & laying weep hole in 240.0 Nos. 89.930 Rupees

External walls and Retaining 0 EightyNine

walls by using AC/UPVC/HDP Paise

pipe of 100mm including laying in NinetyThre

proper grede and jointing the e Only

completed as per detailed

18 Providing and filling sand behind 458.4 Cum 523.220 Rupees Five

Box Culvert and between 0 . Hundred

Retaining Wall/Tow Wall in TwentyThre

layers as directed e Paise

19 Providing and laying - Filter 240.0 Sqm 1,285.520 Rupees One

Media 600mm thick directed at 0 . Thousand

the back of External walls and Two

Retaining walls as per detailed Hundred

specifications. EightyFive

20 Providing and casting in situ 31.50 Cum 5,192.000 Rupees Five

controlled cement concrete M-40 . Thousand

for Crash Barriers including One

formwork curing and finishing, Hundred

complete NinetyTwo

21 Provding P.V.C. 100 mm diameter 12.00 Nos. 157.790 Rupees One

water spouts including necessary Hundred

iron gratings as per drawings. FiftySeven

22 Providing and casting in situ 48.60 Cum 6,500.000 Rupees Six

controlled cement concrete . Thousand

concrete M-30 for approach slab Five

cluding formwork curing and Hundred

finishing complete. Only

23 Providing and laying boulders 6.60 Cum 1,119.000 Rupees One

apron on river bed for protection . Thousand

against scour with stone boulders One

weighing not less than 40 kg each Hundred

complete as per drawing and Nineteen

Technical specification. Only

24 Providing and laying Pitching on 49.90 Cum 1,116.000 Rupees One

slopes laid over prepared filter . Thousand

media including boulder apron One

laid dry in front of toe of Hundred

embankment complete as per Sixteen

drawing and Technical Only

25 Providing and Casting in situ 46.10 Cum 5,000.000 Rupees Five

controlled Cement Concrete M- . Thousand

200 for Toe walls including Only

necessary shuttering laying,

vibrating, ramming and curing

26 Providing and Casting in situ 9.90 Cum 4,521.540 Rupees

controlled Cement Concrete M- . Four

200 for toe walls including Thousand

necessary shuttering laying, Five

vibrating, ramming and curing Hundred

complete. TwentyOne

27 Earthwork for embankment 374.8 Cum 175.580 Rupees One

including breaking clods, 0 . Hundred

dressing with all lead and lift SeventyFiv

(excluding watering and e Paise

consolidation) FiftyEight

(E) From Borrow area within 3.0 Only

28 Providing and laying Filter 23.10 Cum 914.630 Rupees

material underneath pitching in . Nine

slopes complete as per drawing Hundred

and Technical specification Fourteen

29 Providing Fusion Bonded Epoxy 14.70 MT 10,062.000 Rupees Ten

Coating not less than 175 micron Thousand

thickness and up to 300 micron to SixtyTwo

reinforcement bars as per IS- Only

including testing of coating at

plant and all taxes (A) 10mm to

30 Providing Fusion Bonded Epoxy 34.20 MT 7,224.000 Rupees

Coating not less than 175 micron Seven

thickness and up to 300 micron to Thousand

reinforcement bars as per IS- Two

13620-1993/ASTM-775 M Hundred

including testing of coating at TwentyFour

plant and all taxes (A) 20mm to Only

31 Material and Labour for applying 1369. Sqm 197.000 Rupees One

two or more coats of 100 % 00 . Hundred

Premium Acrylic emulsion paint NinetySeve

having VOC less than 50 gm/litre n Only

and UV resistance as per IS:

15489:2004, Alkali & Fungal

resistance, Dirt Resistance

Exterior Paint oof required shade

(Company Depot Tinted) with

Silicon Additives @ 1.43 litre /

Sqm over and including priming

coat of exterior primer applied @

0.90 litre/10 sqm over new

32 Providing & applying Synthetic 112.0 Sqm 137.000 Rupees One

Enamel paint alternate black & 0 . Hundred

yellow on crash barrier, median ThirtySeven

and Kerb with one coat of primer Only

and two or more coat of paint as

per manufacture's specification

including cleaning all dust, dirt

and other foreign matters with all

material labour equipment's with

all leads & lift etc complete.

33 Premould Asphalt Filler Joint - 20 199.1 Sqm 612.800 Rupees Six

mm Thick 0 . Hundred

34 Providing and fixing marble slab 2.00 Each 867.260 Rupees

including transporting, engraving Eight

and painting all complete. (ii) Hundred

Size 60cm x 60cm x 40mm SixtySeven

35 Acoustic Barrier H 2.0 M, 3.00 M 410.7 Sqm 5,350.000 Rupees Five

c/c composed of : No.1 Acoustic 0 . Thousand

Panels in Aluminium, powder Three

coated,thk. 1.2 mm, 2950 x 500 x Hundred

100mm with noise absorbing Fifty Only

50mm thick, 90 kg/Cu.m density

water repellant rockwool slabs.

No.1 Post UC 152 or equivalent,

height 2000 mm with welded

Base Plate 220 x 300 x 16 thk

duly hot dip galvanised. No.

Anchor bolts as required.

36 Supply & Fixing of MS Black Sheet 2500. Kg 140.000 Rupees One

on angle frame with angle pole 00 Hundred

and required painting etc. Fourty Only

37 Iron work as per drawing and 8000. Kg 109.000 Rupees One

instruction including all 00 Hundred

38 Earthwork for embankment 2070. Cum 175.580 Rupees One

including breaking clods, 00 . Hundred

dressing with all lead and lift SeventyFiv

(excluding watering and e Paise

consolidation) FiftyEight

(E) From Borrow area within 3.0 Only

39 Construction of granular sub- 1035. Cum 1,353.000 Rupees One

base by providing close graded 00 . Thousand

Material, mixing in a mechanical Three

mix plant at OMC, carriage of Hundred

mixed Material to work site, FiftyThree

spreading in uniform layers with Only

motor grader on prepared surface

and compacting with vibratory

power roller to achieve the

desired density, complete as per

clause 401 (Plant Mix)

40 Wet Mix Macadam laying Using 948.8 Cum 1,421.000 Rupees One

Mechanical Paver (Providing, 0 . Thousand

laying, spreading and compacting Four

graded stone aggregate to wet Hundred

mix macadam specification TwentyOne

including premixing the Material Only

with water at OMC in mechanical

mix plant carriage of mixed

Material by tipper to site, laying

in uniform layers with paver in

sub- base / base course on well

prepared surface and compacting

with vibratory roller to achieve

the desired density.)

41 Prime coat (Providing and 3795. Sq. 68.000 Rupees

applying primer coat with 00 m. SixtyEight

bitumen emulsion on prepared Only

surface of granular Base

including clearing of road surface

and spraying primer at the rate of

0.70 kg/sqm using mechanical

42 Tack Coat on Cement concrete 4405. Sq. 18.000 Rupees

pavement (Providing and 50 m. Eighteen

applying tack coat with bitumen Only

emulsion using emulsion

pressure distributor at the rate of

0.30 to 0.35 kg per sqm on the

prepared bituminous surface

cleaned with mechanical broom.)

43 Providing and laying dense 492.0 Cum 11,019.000 Rupees

graded bituminous macadam 3 . Eleven

with higher capacity batch type Thousand

HMP using crushed aggregates of Nineteen

specified grading, premixed with Only

bituminious binder @

percentage by weight of total mix

and filler, trnsporting the hot mix

to work site, laying with

hydrostatic paver finisher with

sensor control to required grade,

level and alignment, rolling with

smooth wheeled, vibratory and

tandem rollers to achive the

desired compaction as per

MORTH specification clause no.

505 complete in all respect.

(Grading - I, VG-40)

44 Bituminous Concrete (Providing 176.2 Cum 10,732.000 Rupees Ten

and laying bituminous concrete 2 . Thousand

with 100-120 TPH batch type hot Seven

mix plant /DMP60-90 TPH Hundred

capacity/80-100 TPH Capacity ThirtyTwo

using crushed aggregates of Only

specified grading, premixed with

bituminous binder @6% as per

MoRTH Specification

specification clause No.509

complete in all respects) (for

Grading-I, VG -40)

45 Cat Eye / Road Stud / RPM: 357.0 Nos. 215.250 Rupees

Supplying Raised Pavement 0 Two

Markers made of polycarbonate Hundred

and ABS moulded body and Fifteen

reflective panels with Micro Paise

prismatic lens (No Glass bead TwentyFive

lens) capable of providing total Only

internal reflection of the light

entering the lens face and shall

support a load of 13635 kgs.

tested in accordance to ASTM D

4280 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 length shall not exceed

mm, 130 mm and 130 mm and

with minimum reflective area of

13 Sqcm on each side and the

slope to the base shall be 35 +/-

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.

46 Providing and laying of Hot 178.0 Sqm 364.080 Rupees

applied Thermoplastic compound 0 Three

2.5 mm thick including Hundred

Reflectorising Glass Beads @ 250 SixtyFour

gms per sqm area, thickness of Paise Eight

2.5 mm is exclusive of surface Only

applied glass beads as per IRC :

35 & finished surface to be level,

uniform and free from streaks

and holes. (As per Government

letter No.SOR 102003/94/S-1/

Dated.20-7-2004)

47 Cautionary Warning Sign :- 4.00 Nos. 5,027.000 Rupees Five

Providing and fixing sign boards Thousand

made out of 2mm aluminium TwentySev

sheet / 4mm ACP (Aluminum en Only

composite Panel); size 90 x 90 x

90 cms. equilateral triangle as

per design of IRC-67-2012. Pre

treated with phospheting process

& acid etching; coated with one

coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

48 Regulatory / Mandatory Sign :- 2.00 Nos. 4,573.000 Rupees

Providing and fixing sign boards Four

made out of 2mm aluminium Thousand

sheet / 4mm ACP (Aluminum Five

composite Panel); size 900 cms Hundred

Dia Circle as per design of IRC- SeventyThr

67- 2012. Pre treated with ee Only

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

49 Supply of Swiss Type Bollard 4.00 Nos. 4,200.000 Rupees

made out of 1.25 mm thick M.S. Four

sheet, total height 135 cm, the Thousand

lower portion is made in tapered Two

circular section having upper dia Hundred

15 cm and lower dia 20 cm with Only

attachment of one mandatory

plate 7 mm thick & fixed with the

help of 7 cm long, 30mm dia

chrome plated M.S. tube this part

is fixed on the body with another

attachment of a cap 30x7 cm.

whole body is processed in black

stoving enamel and mandatory

plate in Azure blue, with one

compulsory keep left arrow with

10mm border reflective strip

each of 7.5 cm on body complete

in all respect.

50 Providing and filling PCC Below 72.45 Cum 3,562.710 Rupees

Kerb with ordinary cement . Three

concrete M15 grade and Thousand

providing necessary pin headers Five

including formwork, Hundred

vibrating,ramming,compaction,le SixtyTwo

veling, curing ,etc. complete. Paise

51 Direction (Junction) Sign :- 2.00 Nos. 26,309.000 Rupees

Providing and fixing sign boards TwentySix

made out of 2mm aluminium Thousand

sheet / 4mm ACP (Aluminum Three

composite Panel); size 244x122 Hundred

cms. rectangular as per design of Nine Only

IRC-67- 2012. Pre treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 4.0mtr

long (2 Nos.) stand post of 75 x

75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 50 x 50 x 5mm; painted

with bestquality epoxy coatings

in black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

52 Hazard Marker Sign :-Providing 4.00 Nos. 3,630.000 Rupees

and fixing sign boards madeout of Three

2.0 mm aluminium sheet / 4 mm Thousand

ACP (Aluminum composite Six

Panel); size 90x30 cms. Hundred

rectangular as per design of IRC- Thirty Only

67-2012. Pre treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr

long stand post of

x 75 x 6mm / 65NB Circular MS

Pipe as required and frame

fabricated from suitable size iron

angle of 35 x 35 x 3mm; painted

with bestquality epoxy coatings

in black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

Total Amount (A)

Total Amount (A)

B. Diversion Road Work

1 Clearing and grubbing road land 0.27 Hect 28,173.36 Rupees

including uprooting wild re TwentyEigh

vegetation, grass, bushes, t Thousand

shrubs, saplings and trees of One

girth upto 300 mm, removal of Hundred

stumps of such trees cut earlier SeventyThr

and disposal of unserviceable ee Paise

materials and stacking of ThirtySix

serviceable material Only

2 Earthwork for embankment 8508. Cum 175.580 Rupees One

including breaking clods, 60 . Hundred

dressing with all lead and lift and SeventyFiv

including watering rolling and e Paise

consolidation of subgrade in FiftyEight

layers at O.M.C. to required dry Only

density including filling the

depression which occur during

the process using power roller 8T

to 10T.(E) From Borrow area

within 3.0KM. lead 100mm extra

taken for stage construction

3 Excavation for foundation in 32.26 Cum 337.760 Rupees

sand, gravel, clay soft soils and . Three

murrum etc. including shoring, Hundred

strutting dewatering as ThirtySeven

necessary and disposing of the Paise

excavated stuff as directed.(A) SeventySix

Depth upto 3.0 M. and lead upto Only

100m for 10 Cuml

4 Providing and filling PCC in 6.05 Cum 3,562.710 Rupees

foundation with ordinary cement . Three

concrete M15 grade and Thousand

providing necessary pin headers Five

including formwork, vibrating, Hundred

ramming, compaction, leveling, SixtyTwo

curing, etc. complete. Paise

5 Providing and Casting in situ 85.67 Cum 4,571.510 Rupees

controlled Cement Concrete M- . Four

200 for R.C.C. Raft and cutt-off Thousand

walls including necessary Five

shuttering laying, vibrating, Hundred

ramming and curing complete. SeventyOne

6 Providing and laying in position 6.43 MT 94,050.00 Rupees

FE 550D TMT bar reinforcement NinetyFour

including cutting, bending, Thousand

hooking and tying complete as Fifty Only

per detailed drawings for the

following. (A) Piers (B)

Abutments (C) R.C.C. Returns

Temperature Steel

7 Construction of granular sub- 667.5 Cum 1,353.000 Rupees One

base by providing close graded 0 . Thousand

Material, mixing in a mechanical Three

mix plant at OMC, carriage of Hundred

mixed Material to work site, FiftyThree

spreading in uniform layers with Only

motor grader on prepared surface

and compacting with vibratory

power roller to achieve the

desired density, complete as per

clause 401 (Plant Mix)

8 Wet Mix Macadam laying Using 600.7 Cum 1,421.000 Rupees One

Mechanical Paver (Providing, 5 . Thousand

laying, spreading and compacting Four

graded stone aggregate to wet Hundred

mix macadam specification TwentyOne

including premixing the Material Only

with water at OMC in mechanical

mix plant carriage of mixed

Material by tipper to site, laying

in uniform layers with paver in

sub- base / base course on well

prepared surface and compacting

with vibratory roller to achieve

the desired density.)

9 Prime coat (Providing and 2403. Sqm 68.000 Rupees

applying primer coat with 00 SixtyEight

bitumen emulsion on prepared Only

surface of granular Base

including clearing of road surface

and spraying primer at the rate of

0.70 kg/sqm using mechanical

10 Tack Coat on Cement concrete 2403. Sqm 18.000 Rupees

pavement (Providing and 00 . Eighteen

applying tack coat with bitumen Only

emulsion using emulsion

pressure distributor at the rate of

0.30 to 0.35 kg per sqm on the

prepared bituminous surface

cleaned with mechanical broom.)

11 Providing and laying dense 144.1 Cum 11,019.000 Rupees

graded bituminous macadam 8 . Eleven

with higher capacity batch type Thousand

HMP using crushed aggregates of Nineteen

specified grading, premixed with Only

bituminious binder @

percentage by weight of total mix

and filler, trnsporting the hot mix

to work site, laying with

hydrostatic paver finisher with

sensor control to required grade,

level and alignment, rolling with

smooth wheeled, vibratory and

tandem rollers to achive the

desired compaction as per

MORTH specification clause no.

505 complete in all respect.

(Grading - I, VG-40)

12 Bituminous Concrete (Providing 96.12 Cum 10,732.000 Rupees Ten

and laying bituminous concrete . Thousand

with 100-120 TPH batch type hot Seven

mix plant /DMP60-90 TPH Hundred

capacity/80-100 TPH Capacity ThirtyTwo

using crushed aggregates of Only

specified grading, premixed with

bituminous binder @6 percent of

mix and filler, transporting the

hot mix to work site, laying with

a hydrostatic paver finisher with

sensor control to the required

grade, level and alignment,

rolling with smooth wheeled,

vibratory and tandem rollers to

achieve the desired compaction

as per MoRTH Specification

specification clause No.509

complete in all respects) (for

Grading-I, VG -40)

13 Providing and laying of Hot 178.0 Sqm 364.080 Rupees

applied Thermoplastic compound 0 Three

2.5 mm thick including Hundred

Reflectorising Glass Beads @ 250 SixtyFour

gms per sqm area, thickness of Paise Eight

2.5 mm is exclusive of surface Only

applied glass beads as per IRC :

35 & finished surface to be level,

uniform and free from streaks

and holes. (As per Government

letter No.SOR 102003/94/S-1/

Dated.20-7-2004)

14 PCC Bedding 21.80 Cum 3,660.520 Rupees

15 Supplying and fixing reinforced 40.00 Rmt. 6,555.700 Rupees Six

concrete heavy duty no pressure Thousand

pipes with collars for culverts Five

including setting and joining the Hundred

pipes in C.M. 1:2 watering and FiftyFive

laying (To level of slops of I.S. Paise

458 / 1971 Class NP4 casted by Seventy

vertically vibrated technology of Only

following internal diameter.

16 Cat Eye / Road Stud / RPM: 237.3 Nos. 215.250 Rupees

Supplying Raised Pavement 3 Two

Markers made of polycarbonate Hundred

and ABS moulded body and Fifteen

reflective panels with Micro Paise

prismatic lens (No Glass bead TwentyFive

lens) capable of providing total Only

internal reflection of the light

entering the lens face and shall

support a load of 13635 kgs.

tested in accordance to ASTM D

4280 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 length shall not exceed

mm, 130 mm and 130 mm and

with minimum reflective area of

13 Sqcm on each side and the

slope to the base shall be 35 +/-

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.

17 Cautionary Warning Sign :- 8.00 Nos. 5,027.000 Rupees Five

Providing and fixing sign boards Thousand

made out of 2mm aluminium Twenty-

sheet / 4mm ACP (Aluminum seven Only

composite Panel); size 90 x 90 x

90 cms. equilateral triangle as

per design of IRC-67-2012. Pre

treated with phospheting process

& acid etching; coated with one

coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

18 Chevron sign :-Providing and 4.00 Nos. 4,635.000 Rupees

fixing sign boards made out of Four

1.5mm aluminium sheet / 3mm Thousand

ACP (Aluminum composite Six

Panel); size 60x50 cm as per Hundred

design of IRC-67-2012. Pre ThirtyFive

treated with phospheting process Only

& acid etching; coated with one

coat of epoxy primer and two

coats of best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.3 mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 50 x 5mm; painted with

bestquality epoxy coatings in

black and white bends. the

details of symbol or inscription /

numerals for each board shall be

as per the instruction of engineer

in charge.The fixing at site shall

be in 1:2:4 CC blockof size 45 x

x 60 Cms. for each leg.including

excavation, curing etc.complete

under the supervision of engineer

in charge. A warranty for 10 years

for the Retro reflective sheeting

from originaa manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

19 Hazard Marker Sign:-Providing 4.00 Nos. 3,630.000 Rupees

and fixing sign boards made out Three

of .2.0 mm aluminium sheet / 4 Thousand

mm ACP (Aluminum composite Six

Panel); size 90x30 cms. Hundred

Rectangular as per design of IRC- Thirty Only

67-2012. Pre-treated with

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy

paint;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol foreach board

shall be as per the instruction 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

20 Regulatory / Mandatory Sign :- 2.00 Nos. 4,573.000 Rupees

Providing and fixing sign boards Four

made out of 2mm aluminium Thousand

sheet / 4mm ACP (Aluminum Five

composite Panel); size 900 cms Hundred

Dia Circle as per design of IRC- Seventy-

67- 2012. Pre-treated with three Only

phospheting process & acid

etching; coated with one coat of

epoxy primer and two coats of

best quality epoxy paint

;reflectorised with Micro

Prismatic Grade retro

refiectivesheeting of Type-11 as

per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr

long stand post of 75 x 75 x 6mm

/ 65NB Circular MS Pipe as

required and frame fabricated

from suitable size iron angle of

x 35 x 3mm; painted with

bestquality epoxy coatings in

black and white bends. The

details of symbol foreach 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 the

supervision of engineer in

charge. A warranty for 10 years

for the Retro reflective sheeting

from original manufacturer & a

certified copy of 3 year outdoor

exposure test report from third

party test lab for the product

offered shall be submitted by

contractor. (A) Class-C Type-11

Retro Reflective sheeting

Total Amount (B)

Total Amount (B)

Total Amount (A+B)

Total Amount (A+B)

Addl/Asst. Engineer Dy.Ex.Engineer CITY ENGINEER-

I/We agree to carry out the above said work at _ (to be quoted online)

% Equal / above / below on the tendered rates shown in Schedule.

Signature of Contractor with Seal