Construction of Bridge on Kothariya Main Road near Ranuja Temple in ward no 18” (Re-Tender)

Name of Work: - “Construction of Bridge on Kothariya Main Road

near Ranuja Temple in ward no 18” (Re-Tender)

Milestone dates for e-tendering is as under

1. Downloading of e-Tender documents 25-6-26 To 18-7-26 upto 17.00 Hrs.

2. Pre-bid Meeting 06-7-26 at 16.00 Hrs.

3. Online submission of e – Tender 18-7-26 upto 18.00 Hrs.

4. Physical submission of EMD, Tender fee and other Before 23-7-26 and 18.00 Hours

documents required as per Financial and Experience

5. Opening of online technical bid 24-7-26 at 11.00 Hours onwards

6 .Verification of submitted (EMD, documents 24-7-26 at 11.00 Hours onwards

e -Tender fee, etc.)

7. Opening of Price Bid (If possible) 27-7-26 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 Bridge on Kothariya Main Road near Ranuja

Temple in ward no 18”

DESCRIPTION AMOUNT

Sub Estimate - 1 - Reconstruction of Bridge

+ Approach Portion

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

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,

Signature of Contractor with Seal Signature of City Engineer -

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

Sr Item of work Quantity Unit Estimated Rate Total Amount

Sr Item of work Quantity Unit Estimated Rate Total Amount

1 Clearing and grubbing road land 1.00 Ha. 28173.36 Rupees

including uprooting trunk vegetation, TwentyEight

grass bushes, shrubs, saplings and tree Thousand

girth up to 300 mm, removal of stumps One Hundred

of trees cut earlier and disposal of SeventyThree

unserviceable materials (C) by Paise

mechanical means in area of light jungle. ThirtySix

2 Marking out the center line of the Bridge 1.00 L.S 50000.00 Rupees Fifty

and various other component structures Thousand

and complete lining out and leveling with Only

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 poles and 25.00 Nos. 190.28 Rupees One

Lines (Removal of telephone/Electric Hundred

poles including excavation and Ninety Paise

dismantling of foundation concrete and TwentyEight

lines under the supervision of concerned Only

department, disposal with all lifts and up

to any lead and stacking the serviceable

and unserviceable material included)

4 Dismantling the existing structure 976.00 Cum. 965.01 Rupees Nine

including removing and stacking the Hundred

dismentelled materials as and where SixtyFive

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

5 Providing and installation of barricading 1344.00 Sqm. 1338.00 Rupees One

with retro-reflective paint /film /tapes as Thousand

specified in the drawing @ 3m high & Three

specifications on rental basis only for the Hundred

construction of bridge, along with ThirtyEight

necessary diversion arrangement for Only

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 Rock 6384.10 Cum. 299.00 Rupees Two

from 0.0 mtr. to 1.50 mtr depth including Hundred

dewatering with lifting and laying in RMC NinetyNine

limit as instructed. Only

7 Excavation of Foundation in Hard Rock 2238.00 Cum. 725.00 Rupees

with Breaker / Blasting / Gann from 1.51 Seven

mtr. to 3.0 mtr depth including Hundred

dewatering with lifting and laying in RMC TwentyFive

limit as instructed. Only

8 Providing and filling PCC in foundation 699.00 Cum. 4626.00 Rupees Four

with Ordinary Cement Concrete M15 Thousand Six

grade and providing necessary pin Hundred

headers including formwork, vibrating, TwentySix

ramming, compaction, leveling, curing, Only

9 Providing and Casting In-Situ controlled 2450.30 Cum. 6100.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for Box Culvert Base Slab with 20 One Hundred

mm 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 controlled 2213.40 Cum. 6900.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for Box Culvert Walls with 20 mm Nine

down coarse aggregate of the required Hundred

size for any depth including dewatering, Only

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 controlled 474.90 Cum. 6700.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for Box Culvert Top Slab with 20 Seven

mm down coarse aggregate of the Hundred

required size for any depth including Only

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 controlled 13.40 Cum. 5035.00 Rupees Five

cement concrete M-300 for Kerb/ kerb Thousand

blocks including formwork curing and ThirtyFive

finishing, complete Only

13 Providing and placing in position FE 550D 242.65 MT 73127.42 Rupees

TMT bar reinforcement for following SeventyThree

items including cutting bending hooking Thousand

and tying complete as per detailed One Hundred

drawing.For :- RCC Raft for Box Culvert, Paise

Retaining wall and U type Wall FourtyTwo

14 Providing and laying in position FE 550D 219.98 MT 73127.42 Rupees

TMT bar reinforcement including cutting, SeventyThree

bending, hooking and tying complete as Thousand

per detailed drawings for the One Hundred

following.(A) Box Walls (B) Retaining wall TwentySeven

15 Providing and placing in position FE 550D 57.36 MT 72517.84 Rupees

TMT bar reinforcement including cutting, SeventyTwo

bending, hooking, and tying complete as Thousand

per detailed drawing. (A) Top Slab of Box Five Hundred

Culvert. Seventeen

16 Providing and fixing in position FE 550D 33.79 MT 72517.84 Rupees

TMT bar reinforement including cutting, SeventyTwo

bending and tying complete as per Thousand

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

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

Crashbarrier. Paise

17 Supply & Fixing of 80mm M-30 Grade 620.10 Sqm. 581.00 Rupees Five

cement concrete rubber mold paving Hundred

inter locking paving block (Grey colour) EightyOne

after beding of Bhogavo sand in line and Only

CC on the edge in proportion of 1:2:4

with curing etc. complete.

18 Providing & laying weep hole in External 2451.00 Nos. 89.93 Rupees

walls and Retaining walls by using EightyNine

AC/UPVC/HDP pipe of 100mm including Paise

laying in proper grede and jointing the NinetyThree

completed as per detailed specification. Only

19 Providing and filling sand behind Box 25291.80 Cum. 523.22 Rupees Five

Culvert and between Retaining Wall/Tow Hundred

Wall in layers as directed TwentyThree

20 Providing and laying - Filter Media 2451.00 Sqm. 1285.52 Rupees One

600mm thick directed at the back of Thousand

External walls and Retaining walls as per Two Hundred

detailed specifications. EightyFive

21 Providing and casting in situ controlled 178.70 Cum. 5192.00 Rupees Five

cement concrete M-40 for Crash Barriers Thousand

including formwork curing and finishing, One Hundred

complete NinetyTwo

22 Provding P.V.C. 100 mm diameter water 8.00 Nos. 157.79 Rupees One

spouts including necessary iron gratings Hundred

as per drawings. FiftySeven

23 Providing and casting in situ controlled 59.40 Cum. 6500.00 Rupees Six

cement concrete concrete M-30 for Thousand

approach slab cluding formwork curing Five Hundred

and finishing complete. Only

24 Providing and laying boulders apron on 5.70 Cum. 1119.00 Rupees One

river bed for protection against scour Thousand

with stone boulders weighing not less One Hundred

than 40 kg each complete as per drawing Nineteen

and Technical specification. Only

25 Providing and Casting in situ controlled 41.30 Cum. 4521.54 Rupees Four

Cement Concrete M-200 for toe walls Thousand

including necessary shuttering laying, Five Hundred

vibrating, ramming and curing complete. TwentyOne

26 Providing Fusion Bonded Epoxy Coating 72.80 MT 10062.00 Rupees Ten

not less than 175 micron thickness and Thousand

up to 300 micron to reinforcement bars SixtyTwo

as per IS-13620-1993/ASTM-775 M Only

including testing of coating at plant and

all taxes (A) 10mm to 16 mm dia bar

27 Providing Fusion Bonded Epoxy Coating 169.90 MT 7224.00 Rupees

not less than 175 micron thickness and Seven

up to 300 micron to reinforcement bars Thousand

as per IS-13620-1993/ASTM-775 M Two Hundred

including testing of coating at plant and TwentyFour

all taxes (A) 20mm to 32 mm dia bar Only

28 Material and Labour for applying two or 1663.60 Sqm. 197.00 Rupees One

more coats of 100 % Premium Acrylic Hundred

emulsion paint having VOC less than 50 NinetySeven

gm/litre and UV resistance as per Only

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 surfaces.

29 Providing & applying Synthetic Enamel 6.70 Sqm. 137.00 Rupees One

paint alternate black & yellow on crash Hundred

barrier, median and Kerb with one coat ThirtySeven

of primer and two or more coat of paint Only

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

30 Premould Asphalt Filler Joint - 20 mm 768.40 Sqm. 612.80 Rupees Six

31 Providing and fixing marble slab 2.00 Each 867.26 Rupees Eight

including transporting ,engraving and Hundred

painting all complete. (ii) Size 60cm x SixtySeven

60cm x 40mm Paise

32 Acoustic Barrier H 2.0 M, 3.00 M c/c 606.10 Sqm. 5350.00 Rupees Five

composed of : No.1 Acoustic Panels in Thousand

Aluminium, powder coated,thk. 1.2 mm, Three

2950 x 500 x 100mm with noise Hundred

absorbing 50mm thick, 90 kg/Cu.m Fifty Only

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.

04 Anchor bolts as required.

33 Supply & Fixing of MS Black Sheet on 2500.00 Kg 140.00 Rupees One

angle frame with angle pole and Hundred

required painting etc. complete. Fourty Only

34 Iron work as per drawing and instruction 8000.00 Kg 109.00 Rupees One

including all Hundred

35 Earthwork for embankment including 1997.10 Cum. 175.58 Rupees One

breaking clods, dressing with all lead and Hundred

lift and including watering rolling and SeventyFive

consolidation of subgrade in layers at Paise

O.M.C. to required dry density including FiftyEight

filling the depression which occur during Only

the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM.

lead 100mm extra taken for stage

36 Construction of granular sub-base by 971.80 Cum. 1353.00 Rupees One

providing close graded Material, mixing Thousand

in a mechanical mix plant at OMC, Three

carriage of mixed Material to work site, Hundred

spreading in uniform layers with motor FiftyThree

grader on prepared surface and Only

compacting with vibratory power roller

to achieve the desired density, complete

as per clause 401 (Plant Mix)

37 Wet Mix Macadam laying Using 914.60 Cum. 1421.00 Rupees One

Mechanical Paver (Providing, laying, Thousand

spreading and compacting graded stone Four

aggregate to wet mix macadam Hundred

specification including premixing the TwentyOne

Material with water at OMC in Only

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.)

38 Prime coat (Providing and applying 3658.30 Sq.m. 68.00 Rupees

primer coat with bitumen emulsion on SixtyEight

prepared surface of granular Base Only

including clearing of road surface and

spraying primer at the rate of

kg/sqm using mechanical means.)

39 Tack Coat on Cement concrete pavement 4085.50 Sq.m. 18.00 Rupees

(Providing and applying tack coat with Eighteen

bitumen emulsion using emulsion Only

pressure distributor at the rate of 0.30 to

0.35 kg per sqm on the prepared

bituminous surface cleaned with

mechanical broom.)

40 Providing and laying dense graded 464.62 Cum. 11019.00 Rupees

bituminous macadam with higher Eleven

capacity batch type HMP using crushed Thousand

aggregates of specified grading, Nineteen

premixed with bituminious binder @ 6.0 Only

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,

41 Bituminous Concrete (Providing and 163.42 Cum. 10732.00 Rupees Ten

laying bituminous concrete with 100-120 Thousand

TPH batch type hot mix plant /DMP60-90 Seven

TPH capacity/80-100 TPH Capacity using Hundred

crushed aggregates of specified grading, ThirtyTwo

premixed with bituminous binder @6.0 Only

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)

42 Cat Eye / Road Stud / RPM: Supplying 341.00 Nos. 215.25 Rupees Two

Raised Pavement Markers made of Hundred

polycarbonate and ABS moulded body Fifteen Paise

and reflective panels with Micro TwentyFive

prismatic lens (No Glass bead lens) Only

capable of providing total internal

reflection of the light entering the lens

face and shall support a load of

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 20 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-

43 Providing and laying of Hot applied 170.23 Sqm 364.08 Rupees Three

Thermoplastic compound 2.5 mm thick Hundred

including Reflectorising Glass Beads @ SixtyFour

250 gms per sqm area, thickness of 2.5 Paise Eight

mm is exclusive of surface applied glass Only

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-

44 Cautionary Warning Sign :-Providing and 8.00 Nos. 5027.00 Rupees Five

fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP (Aluminum TwentySeven

composite Panel); size 90 x 90 x 90 cms. Only

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 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

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

45 Regulatory / Mandatory Sign :-Providing 4.00 Nos. 4573.00 Rupees Four

and fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP (Aluminum Five Hundred

composite Panel); size 900 cms Dia Circle SeventyThree

as per design of IRC-67- 2012. Pre Only

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 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

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

46 Supply of Swiss Type Bollard made out of 4.00 Nos. 4200.00 Rupees Four

1.25 mm thick M.S. sheet, total height Thousand

135 cm, the lower portion is made in Two Hundred

tapered circular section having upper dia Only

15 cm and lower dia 20 cm with

attachment of one mandatory plate

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

47 Providing and filling PCC Below Kerb with 83.9631 Cum. 3562.710 Rupees Three

ordinary cement concrete M15 grade Thousand

and providing necessary pin headers Five Hundred

including SixtyTwo

formwork,vibrating,ramming,compactio Paise

n,leveling,curing,etc.complete. (Below SeventyOne

48 Direction (Junction) Sign :-Providing and 5.00 Nos. 26309.00 Rupees

fixing sign boards made out of 2mm TwentySix

aluminium sheet / 4mm ACP (Aluminum Thousand

composite Panel); size 244x122 cms. Three

rectangular as per design of IRC-67- Hundred

2012. Pre treated with phospheting Nine Only

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

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 Hazard Marker Sign :-Providing and fixing 4.00 Nos. 3630.00 Rupees Three

sign boards madeout of 2.0 mm Thousand Six

aluminium sheet / 4 mm ACP (Aluminum Hundred

composite Panel); size 90x30 cms. Thirty Only

rectangular 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; 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 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

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.

50 Drainage manhole should be done 7.00 Nos. 8084.00 Rupees Eight

according to design given with ratio are Thousand

at the bottom it should be C C 1:3:6 with EightyFour

brick mansonry 1:4 cum plaster 1:3 cm Only

coping 1:1:2 and also benching around it

with 1:2:4 should be done with finishing,

curing, manhole frame cover and also

with PVC step. (excluding excavation or

suplly of frame cover) Type ---A--- :

Round : Up to 1.50 m depth * inside dia.

1200 mm ( for drainage lines from

mm to 500 mm dia.) (Menhole type - A

up to 1.00 meter depth)

51 Drainage manhole should be done 7.00 Nos. 16003.00 Rupees

according to design given with ratio are Sixteen

at the bottom it should be C C 1:3:6 with Thousand

brick mansonry 1:4 cum plaster 1:3 cm Three Only

coping 1:1:2 and also benching around it

with 1:2:4 should be done with finishing,

curing, manhole frame cover and also

with PVC step. (excluding excavation or

suplly of frame cover) Type --- B ---

:Round : for 1.50 to 4.00 m. depth and

inside dia. 1500 mm ( for drainage lines

from 150 mm to 600 mm dia.) ( up to

1.50 meter depth)

52 Drainage manhole should be done 7.00 Nos. 51312.00 Rupees

according to design given with ratio are FiftyOne

at the bottom it should be C C 1:3:6 with Thousand

brick mansonry 1:4 cum plaster 1:3 cm Three

coping 1:1:2 and also benching around it Hundred

with 1:2:4 should be done with finishing, Twelve Only

curing, manhole frame cover and also

with PVC step. (excluding excavation or

suplly of frame cover) Type --- C --- :

Round : for 4.00 to 6.00 m. depth and

inside dia. 1500 mm ( for drainage lines

from 150 mm to 1800 mm dia.) ( up to

4.00 meter depth)

B. DIVERSION PORTION

1 Clearing and grubbing road land 0.30 Hectre 28173.36 Rupees

including uprooting wild vegetation, TwentyEight

grass, bushes, shrubs, saplings and trees Thousand

of girth upto 300 mm, removal of stumps One Hundred

of such trees cut earlier and disposal of SeventyThree

unserviceable materials and stacking of Paise

serviceable material ThirtySix

2 Earthwork for embankment including 8452.08 Cum. 175.58 Rupees One

breaking clods, dressing with all lead and Hundred

lift and including watering rolling and SeventyFive

consolidation of subgrade in layers at Paise

O.M.C. to required dry density including FiftyEight

filling the depression which occur during Only

the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM.

lead 100mm extra taken for stage

3 Excavation for foundation in sand, 96.77 Cum. 343.00 Rupees Three

gravel, clay soft soils and murrum etc. Hundred

including shoring, strutting dewatering FourtyThree

as necessary and disposing of the Only

excavated stuff as directed.(A) Depth

upto 3.0 M. and lead upto 100m for

4 Providing and filling PCC in foundation 215.74 Cum. 4626.00 Rupees Four

with ordinary cement concrete M15 Thousand Six

grade and providing necessary pin Hundred

headers including formwork, vibrating, TwentySix

ramming, compaction, leveling, curing, Only

5 Providing and Casting in situ controlled 259.38 Cum. 4571.51 Rupees Four

Cement Concrete M-200 for R.C.C. Head Thousand

Wall including necessary shuttering Five Hundred

laying, vibrating, ramming and curing SeventyOne

complete. Paise

6 Providing and laying in position FE 550D 19.45 MT 94050.00 Rupees

TMT bar reinforcement including cutting, NinetyFour

bending, hooking and tying complete as Thousand

per detailed drawings for the following. Fifty Only

Temperature Steel

7 Construction of granular sub-base by 750.00 Cum. 1353.00 Rupees One

providing close graded Material, mixing Thousand

in a mechanical mix plant at OMC, Three

carriage of mixed Material to work site, Hundred

spreading in uniform layers with motor FiftyThree

grader on prepared surface and Only

compacting with vibratory power roller

to achieve the desired density, complete

as per clause 401 (Plant Mix)

8 Wet Mix Macadam laying Using 687.50 Cum. 1421.00 Rupees One

Mechanical Paver (Providing, laying, Thousand

spreading and compacting graded stone Four

aggregate to wet mix macadam Hundred

specification including premixing the TwentyOne

Material with water at OMC in Only

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 applying 2750.00 Sqm 68.00 Rupees

primer coat with bitumen emulsion on SixtyEight

prepared surface of granular Base Only

including clearing of road surface and

spraying primer at the rate of

kg/sqm using mechanical means.)

10 Tack Coat on Cement concrete pavement 2750.00 Sqm. 18.00 Rupees

(Providing and applying tack coat with Eighteen

bitumen emulsion using emulsion Only

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 graded 165.00 Cum. 11019.00 Rupees

bituminous macadam with higher Eleven

capacity batch type HMP using crushed Thousand

aggregates of specified grading, Nineteen

premixed with bituminious binder @ 6.0 Only

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,

12 Bituminous Concrete (Providing and 110.00 Cum. 10732.00 Rupees Ten

laying bituminous concrete with 100-120 Thousand

TPH batch type hot mix plant /DMP60-90 Seven

TPH capacity/80-100 TPH Capacity using Hundred

crushed aggregates of specified grading, ThirtyTwo

premixed with bituminous binder @6.0% Only

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,

13 Providing and laying of Hot applied 166.67 Sqm 364.08 Rupees Three

Thermoplastic compound 2.5 mm thick Hundred

including Reflectorising Glass Beads @ SixtyFour

250 gms per sqm area, thickness of 2.5 Paise Eight

mm is exclusive of surface applied glass Only

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-

14 PCC Bedding 39.60 Cum. 4626.00 Rupees Four

15 Supplying and fixing reinforced concrete 894.00 Rmt. 6555.70 Rupees Six

heavy duty nonpressure pipes with Thousand

collars for culverts including setting and Five Hundred

joining the pipes in C.M. 1:2 watering FiftyFive

and laying (To level of slops of I.S. 458 / Paise Seventy

1971 Class NP4 casted by vertically Only

vibrated technology of following internal

diameter. 900mm dia.

16 Cat Eye / Road Stud / RPM: Supplying 222.22 Nos. 215.25 Rupees Two

Raised Pavement Markers made of Hundred

polycarbonate and ABS moulded body Fifteen Paise

and reflective panels with Micro TwentyFive

prismatic lens (No Glass bead lens) Only

capable of providing total internal

reflection of the light entering the lens

face and shall support a load of

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 20 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-

17 Cautionary Warning Sign :-Providing and 8.00 Nos. 5027.00 Rupees Five

fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP (Aluminum TwentySeven

composite Panel); size 90 x 90 x 90 cms. Only

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 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

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 fixing sign 4.00 Nos. 4635.00 Rupees Four

boards made out of 1.5mm aluminium Thousand Six

sheet / 3mm ACP (Aluminum composite Hundred

Panel); size 60x50 cm as per design of ThirtyFive

IRC-67-2012. Pre treated with 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; 3.3 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 50 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 45 x

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 and fixing 4.00 Nos. 3630.00 Rupees Three

sign boards made out of .2.0 mm Thousand Six

aluminium sheet / 4 mm ACP (Aluminum Hundred

composite Panel); size 90x30 cms. Thirty Only

rectangular 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; 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 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 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

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 :-Providing 2.00 Nos. 4573.00 Rupees Four

and fixing sign boards made out of 2mm Thousand

aluminium sheet / 4mm ACP (Aluminum Five Hundred

composite Panel); size 900 cms Dia Circle SeventyThree

as per design of IRC-67- 2012. Pre Only

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 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

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

21 Excavation of Foundation in Soft Rock 238.14 Cum. 343.00 Rupees Three

from 1.51 mtr. to 3.0 mtr depth including Hundred

dewatering with lifting and laying in RMC FourtyThree

limit as instructed. Only

22 Providing and filling PCC in foundation 17.86 Cum. 4626.00 Rupees Four

with Ordinary Cement Concrete M15 Thousand Six

grade and providing necessary pin Hundred

headers including formwork, vibrating, TwentySix

ramming, compaction, leveling, curing, Only

23 Providing and Casting In-Situ controlled 54.00 Cum. 6100.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for ManHole Base Slab with 20 mm One Hundred

down 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.

24 Providing and Casting In-Situ controlled 75.00 Cum. 6900.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for ManHole Walls with 20 mm Nine

down coarse aggregate of the required Hundred

size for any depth including dewatering, Only

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.

25 Providing and Casting In-Situ controlled 54.00 Cum. 6700.00 Rupees Six

cement concrete of M35 grade for RCC Thousand

work for ManHole Top Slab with 20 mm Seven

down coarse aggregate of the required Hundred

size for any depth including dewatering, Only

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.

26 Providing and placing in position FE 550D 5.13 MT. 73127.42 Rupees

TMT bar reinforcement for following SeventyThree

items including cutting bending hooking Thousand

and tying complete as per detailed One Hundred

drawing.For :- RCC Raft for ManHole TwentySeven

27 Providing and laying in position FE 550D 7.13 MT. 73127.42 Rupees

TMT bar reinforcement including cutting, SeventyThree

bending, hooking and tying complete as Thousand

per detailed drawings for the following. One Hundred

(A) ManHole Walls TwentySeven

28 Providing and placing in position FE 550D 5.13 MT. 72517.84 Rupees

TMT bar reinforcement including cutting, SeventyTwo

bending, hooking, and tying complete as Thousand

per detailed drawing. (A) Top Slab of Five Hundred

ManHole Seventeen

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