Construction Work of C.C. Road, Paver Block Road, Stone Fitting, Box Culvert, Strom Water Drainage Line & Repairing Work of Road and Drainage at Various Location in Baruch, Dist.- Bharuch Under Vyavsay Vera Grant Year 2025-26.

NAME OF WORK:- CONSTRUCTION WORK OF C.C. ROAD, PAVER BLOCK ROAD, STONE FITTING, BOX

CULVERT, STROM WATER DRAINAGE LINE & REPAIRING WORK OF ROAD AND DRAINAGE.

LOCATION :- At VARIOUS LOCATION IN BARUCH, DIST.- BHARUCH

TOTAL AMOUNT PUT TO TENDER

TOTAL AMOUNT PUT TO TENDER

PERCENTAGE RATE TENDER

Sr.No. Schedule Amount

1 Schedule - "B"- 1

2 Schedule - "B"- 2

3 Schedule - "B"- 3

4 Schedule - "B"- 4

5 Schedule - "B"- 5

6 Schedule - "B"- 6

7 Schedule - "B"- 7

8 Schedule - "B"- 8

9 Schedule - "B"- 9

10 Schedule - "B"- 10

Total Amount Rs.

Total Amount Rs.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage

(should be writen in figures and words) of the Estimated rates mentioned above amount of my / our Tender

works out as under.

Estimated Amount Estimated Amount

Put to Tender Rs. 3,93,05,152=00 Put to Tender Rs. 3,93,05,152=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA GRANT YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF DOUBLE CELL BOX CULVERT SIZE 5.0 X

LOCATION :- ON FURJA BANDAR NEAR DATT MANDIR, AT- BHARUCH

PERCENTAGE RATE TENDER

Description Quantity Rate Per Amount

Site Clearing and trees cut earlier and disposal of unserviceable

Diversion of water course, providing cofferdam and bund or island

as may be necessary for foundation and maintaining the same for

the period as may be necessary. (B) Diversion by 1.00 30300.00 LS.

cofferdam/Island (F) Abutment right (including returns / wing walls)

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 19.50 1030.81 Cumt.

Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with 23.70 536.09 Cumt.

all lead and lift.(ii) In Cement Mortar.

Dismentling steel work including distempering and stacking the

materials with all lead and lift.

Excavation for foundation in sand, gravel, clay soft soils and

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed.(A) Depth upto

3.0 M. and lead upto 100m for 10 Cum

Providing and laying 300 mm thick Dry Rubble sand soling in

excavated area of footing including dressing, watering ramming

the earthen base including cost of labours and materials etc. 32.60 899.74 Cumt.

Completer as per drawing and instructionn of Engineer in charge.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse

sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing & laying controlled cement concrete M -25 and curing

complete including the cost of machine mixing, centering

,shuttering , curing , scaffolding ,ramming, vibrating ,finishing

lauching or shifiting complete. etc. but excluding the cost of

reinforcement for reinforced concretework . The concrete surface

like exposed surface.

Bottom slab 42.90 4131.88 Cumt.

Vertical wall 62.50 5483.32 Cumt.

Top Slab 33.80 4978.66 Cumt.

Providing TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete upto 14062.00 76.21 Kg.

floor two level

Providing and laying - Fitter Media 600mm thick directed at the

back of abutments, returns and wing walls as per detailed 37.50 1180.34 Sqmt.

specifications.

Providing & laying weep hole in Aburtments, and returns by using

A.C. pipe of 100mm including laying in proper grede and jointing 45.00 82.57 Each.

the completed as per detailed specification.

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

Granular Sub-Base with Graded Material

Construction of granular sub-base by providing close graded

Material, mixing in a mechanical mix plant at OMC, carriage of

mixed Material to work site, spreading in uniform layers with motor 5.80 1082.72 Cumt.

grader on prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per clause

Providing and casting in situ ordinarycement concrete M-200 for

average 75 mm thick wearing coat laid as directed including

tamping ,vibrating, finishing, curing and filling in joints with bitumen

Cautionary Warning Sign :-Providing and fixing sign boards made

out of 2mm aluminium sheet / 4mm ACP (Aluminum 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 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

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

bycontractor. (A) Class-C Type-11 Retro Reflective sheeting

Total Amount Rs.

Total Amount Rs.

Deduction Cradit value of RCC 70% -13.65 100.00 Cum -1365.00

Deduction Cradit value of Brick or Chhara 90% -21.33 800.00 Cum -17064.00

Deduction Cradit value of Steel 80% -1600.00 30.00 Kg. -48000.00

Total Amount Rs.

Total Amount Rs.

1 % utility and others Repairs

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay vera Grant Year 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF STROM WATER DRAINAGE LINE

No. Location Length Width Area

1 At Ward No. 3 J.B. Modi Park at Bharuch 160.00 -

2 Behind Rajiv Avash Yojana at Bharuch 100.00 -

Total :- 260.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay vera Grant Year 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF STROM WATER DRAINAGE LINE

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated 606.00 203.83 Cumt.

stuff upto 50 Meter lead.(A) Loose or soft soil

Supplying and fixing reinforced concrete heavy duty nonpressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering 160.00 649.92 Rmt.

and laying (to level or slopes) of class NP3 of following internal

daimeters.(i) 300mm dia.

Supplying and fixing reinforced concrete heavy duty nonpressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering 100.00 1952.00 Rmt.

and laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 600mm dia.

Construction manhole with R.C.C. top slab in 1:2:4 mix (1 cement :

2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :6 hand

broken stone aggregates 40 mm nominal size) inside plastering

15mm thick with cement mortar 1:5 (1 cement : 5 coarse sand)

finished with a floting coat of neat cement and making channels in

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

mm nominal size) finished smooth complete including curing and 23.00 14712.67 Each

testing (i) inside size 1000 mm x 1000 mm and 1.5 m deep

including R.C.C. cover size (760 x 760) with frame size (910 x

mm) and clear opening (610 x 610 mm) EHD 35 Capacity FRC

Catchpit (A) with 230 mm thick walls of brick masonary using

bricks having crushing strenght not less then 35 kg/sq.cm in

cement mortar 1 : 5 (1 cement : 5 coarse sand) depth 0.9 metre

Extra rate for construction B.B. masonary for every additionaldepth

of 0.1mt or part there of over item 5 (I) for depth from 0.9 m to 138.00 655.49 Each

Filling available excavated earth (excluding rock) in trenches.

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

depth consolidating each disposited layer by ramming and

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJNA (OUTGRWOTH AREA GRANT)

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

No. Location Length Width Area

Construction Work of C.C. Road At Ward No. 4 Shubham Society Antrik Road at

Construction Work of C.C. Road At Ward No. 5 Harsh Dineshbhai Patel House

No. 28 Rachna Nagar at Bharuch

Total :- 1000.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay Vera Grant Year-2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Preparing surface by brushing with wire brushes for removing

caked mud etc sweeping with brooms and finally fanning the

cleaned surface with gunney bags to remove all loose dirt etc (ii)

Black top surface

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 217.00 1030.81 Cumt.

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 327.50 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Construction of un-reinforced, plain cement concrete Bavement,

150mm thickness as per design, over a prepared sub base, with

53 grade cement or any other type as per Clause 1501.2.2 M-200

(Grade), coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding 25 mm. mixed

in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, wedges, steel plates 514.40 5210.59 Cumt.

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and

plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints,

applying debonding strips, using curing compound (where

specified) and water finishing to lines and grade as per drawing

and Technical Specification

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 should provide liminance 48.00 367.72 Sqmt.

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt 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 years.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for 920.00 685.42 Sqmt.

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 67.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 34.00 1132.21 No.

Cover suitable for 50cm opening of MH 34.00 1184.73 No.

House Connection

Frame 46.00 821.13 No.

Cover 46.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJNA (OUTGRWOTH AREA GRANT)

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

No. Location Length Width Area

1 Ward No. 5 Rachna Nagar Bachpan School to Garba Ground at Bharuch 360.00 4.00

Total :- 720.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay vera Grant Year - 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 345.60 1030.81 Cumt.

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 288.00 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Construction of un-reinforced, plain cement concrete Bavement,

150mm thickness as per design, over a prepared sub base, with

53 grade cement or any other type as per Clause 1501.2.2 M-200

(Grade), coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding 25 mm. mixed

in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, wedges, steel plates 360.00 5210.59 Cumt.

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and

plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints,

applying debonding strips, using curing compound (where

specified) and water finishing to lines and grade as per drawing

and Technical Specification

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 48.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 24.00 1132.21 No.

Cover suitable for 50cm opening of MH 24.00 1184.73 No.

House Connection

Frame 33.00 821.13 No.

Cover 33.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA YEAR 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD AND PRE-CAST DRAIN

Location :- At Ward No. 7 Suthiyapura Trikoniya Road to Pay & Use Toilet at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 191.30 1030.81 Cumt.

Diversion of water course, providing cofferdam and bund or island

as may be necessary for foundation and maintaining the same for 1.00 25250.00 L.S.

the period as may be necessary.

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line including safety provisions using site

rails and stacking excavated stuff including up to all required lead 535.50 89.89 Cumt.

cleaning the site etc. complete for all lifts and strata as specified.

a) In all sorts of soil and soft murrum (1.A.1) Upto 1.50 mt depth

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per

required gradient and line including safety provisions using site

rails and stacking excavated stuff including up to all required lead

cleaning the site etc. complete for all lifts and strata as specified.

a) In all sorts of soil and soft murrum (1.A.2) 1.50 to 3.00 mt depth

C.С. (M-15) Providing and casting in situ C.C. in grade M-15

(approx. corresp. to prop. 1:2:4) (proportions as per mix design or

as per Table 9 of IS456 2000 in masses by weigh batching) using

granite, quartzite trap metal of size 6 mm to 20 mm for RCC work,

including scaffolding centering, form work, needle vibrated 53.60 4779.32 Cumt.

consolidation, curing comp. up to 6 meter depth or height

(excluding cost of reinforcement and neat finishing) with centering

arld shuttering/deshuttering etc. comp. for structure for other than

water retaining.Footing (without form work)

Providing & laying with Supply of Precast "U" Shape Drain for

surface storm water drain units of 2000 mm length. width and

depth of each section for U Shape Drain T-25 - 1200 x 1200 with

top cover T-25 Lid - For 1200 With Hole as pe required quantities

are given below Product should be confirming to japanese

industrial standerds (JIS) & meeting IS requirements. having load

carrying capacity 25 Tonnes made by using advanced pricast

technology having high Performance Self compecting Concrete of 170.00 20725.20 Rmt.

M-400 cylinder strangth and using Fe-500D reinforcement bar.

The product Shall have shape groove of 10-20 mm width x 25mm

depth as per JIS on both side of each precast units product for

jointing two pricast units. the precast Ushape drain should have

spacial in built Insert at appropriate location De-Shadde for

mechanical instalation, including supplying, transportation at site.

C.C. M-25 Control concrete for water retaining structures

Providing and cast in situ C.C. in grade M-25 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height/depth Av.

G.L.for all water retaining structuresFlat bottom slab/floor slab/slab

with shuttering

C.C. M-25 Control concrete for water retaining structures

Providing and cast in situ C.C. in grade M-25 proportions of

ingredients as per mix design by weigh batching using granite,

quartzite trap metal of size 12 mm to 20 mm and or 6 mm to

mm including scaffolding centering formwork, needle vibrated

consolidation, curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with centering and

shuttering/deshuttering etc. comp. up to 6 meter height/depth Av.

G.L.for all water retaining structures Vertical wall Above 20 cm &

Steel/Reinforcement bars Supplying cutting, bending, binding and

placing in position steel as per plan and design and as per ISS

2502 including cost of steel and binding wire for

reservoirs/structures only including lift up to 6 meter height or

depth below G.L. for all diameters Do deformed (TMT) bars

confirming to relevant IS Fe diameters. 500 grade for all.

(GWS&SB SOR-2022-23 P.No 45/I.No.9 (9.4), Part-1 C-1 (RCC))

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius 81.60 22.22 Cumt.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a radius

of 3 km. --do-- with selected soil brought from outside including all

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 93.50 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Construction of un-reinforced, plain cement concrete Bavement,

150mm thickness as per design, over a prepared sub base, with

53 grade cement or any other type as per Clause 1501.2.2 M-200

(Grade), coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding 25 mm. mixed

in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, wedges, steel plates 140.30 5210.59 Cumt.

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and

plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints,

applying debonding strips, using curing compound (where

specified) and water finishing to lines and grade as per drawing

and Technical Specification

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 12.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 6.00 1132.21 No.

Cover suitable for 50cm opening of MH 6.00 1184.73 No.

House Connection

Frame 8.00 821.13 No.

Cover 8.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJNA (OUTGRWOTH AREA GRANT)

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

No. Location Length Width Area

Construction Work of C.C. Road At Ward No. 7 Chigaspura Narmadeshvar

Mahadev to Staircase at Bharuch

Construction Work of C.C. Road At Ward No. 8 Dineshbhai Shop to Nala at

4 At Navchoki to Bhaga Kata Area at Bharuch 150.00 4.50

Total :- 425.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

Vyavsay Vera Grant Year - 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF C.C. ROAD AND PAVER BLOCK ROAD AND DRAINAGE

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 340.10 1030.81 Cumt.

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 229.50 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Construction of un-reinforced, plain cement concrete Bavement,

125mm thickness as per design, over a prepared sub base, with

53 grade cement or any other type as per Clause 1501.2.2 M-200

(Grade), coarse and fine aggregates conforming to 15:383,

maximum size of coarse aggregate not exceeding 25 mm. mixed

in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side formwork (steel channel, wedges, steel plates

including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and

plate vibrators and finished in continuous operation including

provision of contraction and expansion, construction joints,

applying debonding strips, using curing compound (where

specified) and water finishing to lines and grade as per drawing

and Technical Specification

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 should provide liminance 24.00 367.72 Sqmt.

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt 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 years.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for 280.00 685.42 Sqmt.

levelling and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of

M200 grade concret as per approved design and including 140.00 384.96 Rmt.

excavation for fixing in proper line and level,filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated 234.00 117.08 Cumt.

stuff upto 50 Meter lead.(A) Loose or soft soil

Supplying and fixing reinforced concrete heavy duty nonpressure

pipes with collars for culverts carrying heavy traffic as per IS 458-

1991 specifications including setting the pipes in C.M. 1:2 watering 130.00 1952.00 Rmt.

and laying (to level or slopes) of class NP3 of following internal

daimeters.(iii) 600mm dia.

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement

:2-coarse sand : 4-graded stone aggregate 20mm nominal size)

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat

of neat cement and making channels in cement concrete 1:2:4 mix

(1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal

size) finished smooth complete including curing and festing (i)

Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover

with frame size 560mm diameter total weight of cover and frame

to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame

64 Kg.)(A) With 230mm thick walls of brick msonry using brick

having crushing strength not less than 35Kg. / Sq.cm. in Cement

Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

Metre for 150mm diameter sewer.

Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 234.00 289.06 Cumt.

consolidating etc. complete.

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 34.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 17.00 1132.21 No.

Cover suitable for 50cm opening of MH 17.00 1184.73 No.

House Connection

Frame 22.00 821.13 No.

Cover 22.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA GRANT YEAR 2025-26

NAME OF WORK :- ભરૂચ નગરપાલિકા વિસ્તારમાાં રોડ ફનીચર તેમજ ગટર િાઈન તેમજ આનુસગ

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation for foundation upto 1.5 m depth including sorting out

and stacking of useful materials and disposing off the excavated 990.00 117.08 Cumt.

stuff upto 50 Meter lead.(A) Loose or soft soil

Excavation for foundation for depth from 1.5 m to 3.0 m including

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead.(C) Hard Murrum

Filling available excavated earth (excluding rock) in trenches.

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

depth consolidating each disposited layer by ramming and

R. C. C. PIPE (Horizontal Cast)

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete. (IS - 458/ 1989 150.00 532.27 Rmt.

(10.1.C) Class NP3 Test Pressure 0.7 Kg/sq.cm

Note : One collar should be supplied with each full length plain

ended RCC pipe, cost included in rates below. One rubber ring

should be supplied with each full length socketed pipe, cost

included in rates below.

L,L& J of R.C.C. Pipes

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

level as directed by Engineer-in-charge including conveyance from 150.00 97.97 Rmt.

stores to site of work, labour, giving hydraulic testing as per ISI

Class NP2,NP3,NP4 Pipe dia. in mm

Class NP2,NP3,NP4 Pipe dia. in mm 300 200.00 120.19 Rmt.

Class NP2,NP3,NP4 Pipe dia. in mm 450 200.00 172.71 Rmt.

Construction chamber with R.C.C. top slab in 1:2:4 mix (1 cement

: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

foundation concrete 1:3:6 mix (1 cement : 3 coarse sand :6 hand

broken stone aggregates 40 mm nominal size) inside plastering

15mm thick with cement mortar 1:5 (1 cement : 5 coarse sand)

finished with a floting coat of neat cement and making channels in

cement 1:2:4 mix (1 cement: 2 coarse sand : 4 stone aggregate 20 30.00 10188.88 No.

mm nominal size) finished smooth complete including curing and

testing (i) inside size 1000 mm x 1000 mm and 1.5 m deep

Excluding R.C.C. frame & cover (A) with 230 mm thick walls of

brick masonary using bricks having crushing strenght not less then

35 kg/sq.cm in cement mortar 1 : 5 (1 cement : 5 coarse sand)

depth 0.9 metre

Extra rate for construction B.B. masonary for every additionaldepth

of 0.1mt or part there of over item 6 (I) for depth from 0.9 m to 180.00 655.49 Each

RCC precast Square Frame Square Cover Storm Water Grating –

Heavy Duty 900 mm X 900 mm Frame Clear Opening 1200 mm X

1200 mm Frame Out to Out 165 Mm Frame Thickness 1060 mm X

1060 mm Cover Out to Out 90 Mm Cover Thickness Manufacture,

supply & Delivery at store or at site of work precast RCC Frame &

cover suitable to drainage Chamber and as per type design &

Drawing including cost of reinforcement M.S. Angles or Flate,

curring mold work etc

White washing with lime on wall surface (two coats) to give an

even shade including thoroughly booming the surface to remove 1000.00 12.09 Sqmt.

all dirt, dust; mortar drops and other foreign matter.

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an

even shade including throughly brushing the surface free from 1000.00 78.90 Sqmt.

mortar droppings and other foreign matter and sand papered

Providing and casting in situ ordinary Cement concrete M-200 for

R.C.C. solid slab including centering, scaffolding curing and 20.00 4447.95 Cumt.

finishing complete.

Providing and placing in position FE 500D TMT. Bar reinforcement

including, cutting, bending hooking and tying complete as per 1.40 72601.86 MT.

detailed drawings.(I) Solid Slab.(II) Deck Slab.

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 should provide liminance 1000.00 367.72 Sqmt.

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt 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 years.

supplying and applying rumbble srip road marking with hot applied

thermoplastic paints with reflactorising glass beads on bitumen

surface providing and laying a hot applied thermoplastic

compoumd 8mm thick including reflactorising glass beads 200.00 1373.60 Sqmt.

@250gms per sqm area , thickness of 8mm is excluding of

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

surface to be level,uniform and free from streaks and holes.

Flexible Median Marker : Providing and Fixing of Flexible Median

Marker that are made of tough, high impact resistant, injection-

molded, thermoplastic body with property of flexibility to provide

high durability. The dimension of Flexible Median Marker should

not exceed 18.4 cm in height(including shank height),12.5 Cm in

width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The

body structure shall be rounded at all its corners and edges. The

plastic used for molding the Flexible Median Marker should survive

impact load of 5kg continuously for 750 times at room

temperature. The logo of the manufacturer shall be embossed on

either side of the body in the injection molding process. The

Median Marker shall have flame like shaped body with, fluorescent

yellow color retro-reflective sheeting of size not less than 90 Cm

square, with fully reflective micro prismatic cube corners as its

retro-reflective elements as per IRC 67 2012 and ASTM D4956-09

type XI specifications reflectivity values. The retroreflective

sheeting shall be one or both sides of the Flexible Median Marker

and shall be edge protected with no exposed edges which will

prevent edge lifting, vandalism, sheeting amage, etc. The Flexible

Median Marker shall be fixed by a combination of epoxy adhesive

and grouting as recommended by manufacturer and Engineer in

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 30.00 1030.81 Cumt.

Demolition of Brick work and stone masonry including stacking of

serviceable materilas and disposal of unserviceable materials with 20.00 536.09 Cumt.

all lead and lift.(ii) In Cement Mortar.

Dismentaling tiled of stone floors laid in mortar including stacking

of serviceable materilas and disposal of unserviceable materials 200.00 46.77 Sqmt.

with all lead and lift.

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand)(B)

Providing 15mm thick cement plaster in single coat on Rough

(Similar)side of single or half brick walls for interior plastering upto

floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand)

Providing & Fixing of Speed Brecker 1 Mtr. In 4 Nos. 300.00 1068.58 Rmt.

Providing & Supplying of Rubber Con 30.00 889.81 No.

Providing & Supplying of Honda DG 5 KV 1.00 132916.00 Set.

Providing & Supplying of GSH 16- 30 BRECKER MACHINE WITH

Providing & Supplying of MS ROAD BARIER 15FT 10.00 8544.60 Sqmt.

Providing and fixing M.S. grills of required pattern to wooden

frames of windows etc. with M.S. flats at required spacings and

frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill.

Applying priming coat over new steel and other metel surface after

and including preparing the surface by throughly cleaning,

oil,grease, dirt and other foreign matter and scoured with brushes 1000.00 34.85 Sqmt.

fine steel wood, scrapers and sand paper with ready mixed

priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other

metal surface with enamel paint, brushing, interior to give an even

shade including cleaning the surface an even shade including 1000.00 87.81 Sqmt.

cleanicn the surface of all dirt, dust and other foreign matter.

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 150.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 50.00 1132.21 No.

Cover suitable for 50cm opening of MH 50.00 1184.73 No.

House Connection

Frame 50.00 821.13 No.

Cover 50.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay Vera Grant Year 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

No. Location Length Width Area

Construction Work of Paver Block Road At Ward No. 7 Hanuman dada Temple

to Mahadev Temple at Bharuch

Construction Work of Paver Block Road At Ward No. 7 Baranpura Khatriwad at

Construction Work of Paver Block Road At Ward No. 7 Narshihpura Station

Behind Tank and Infront of Tarkvikark Road at Bharuch

Construction Work of Paver Block Road At Ward No. Vejalpur Nizamvadi

Jupadpatti at Bharuch

Total :- 782.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- Vyavsay Vera Grant Year 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Demolition including stacking of serviceable materilas and

disposal of unserviceable materials with all lead and lift. (i) R.C.C. 78.75 1030.81 Cumt.

Dismentaling tiled of stone floors laid in mortar including stacking

of serviceable materilas and disposal of unserviceable materials 1521.00 46.77 Sqmt.

with all lead and lift.

Scarifying gravelled macadam or bitumen macadam surface 6 cm

to 10 cm.depth including stacking useful materials on road side 1585.00 39.62 Sqmt.

and disposing off remaining stuff.

Earthwork for embankment including breaking clods, dressing with

all lead and lift (excluding watering and consolidation)(A) From 501.60 104.20 Cumt.

Borrow pits within land width

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Add extra for Disposing off the excavated stuff of above items for

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 74.00 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including 35 mm 2515.40 685.42 Sqmt.

Sand layer for levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 80mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including 35 mm 1585.00 1002.93 Sqmt.

Sand layer for levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick

of M200 grade concret as per approved design and including 129.00 384.96 Rmt.

excavation for fixing in proper line and level,filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 52.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 28.00 1132.21 No.

Cover suitable for 50cm opening of MH 28.00 1184.73 No.

House Connection

Frame 37.00 821.13 No.

Cover 37.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

No. Location Length Width Area

3 Construction Work of Paver Block Road At Ward No. 11 Dharya Sheri at Bharuch 15.00 5.00

Construction Work of Paver Block Road At Ward No. 11 Nagar Seth Khadki at

Total :- 668.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF PAVER BLOCK ROAD

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Providing & laying spreading and compacting 100mm thick WBM

Grade - I of B.T.M.C. metal 40mm to 63mm size including using

20% (13+7%) filler i.e. stone screeing 13.2 mm at the rate

Cumt. & 0.08 stone dust including spreading in uniform thickness

hand packing rolling with vibratory roller / Hand Maners in stages 229.50 1444.30 Cumt.

to proper garde and cmaber applying and brooming required types

of screening/binding materials to fill up the interstices of coarse

aggregate watering and compacting to the required density.

Providing and laying cement concrete 1:3:6 ( 1 cement : 3 coarse

sand : 6 Machine cut stone aggregate 40mm nominal size ) and

curring complete excluding cost of formwork in (a) Foundation and

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300

pnumatic compressed / vibrated mechanically and as per

approved design Confirming to IS 15658 : 2006 including 35 mm 3338.90 685.42 Sqmt.

Sand layer for levelling and filling the joint with sand in proper line

and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick

of M200 grade concret as per approved design and including 976.00 384.96 Rmt.

excavation for fixing in proper line and level,filling the joint with

C:M 1:3 (1cement:3fine sand) etc complete.

Tracing of old Manhole. All Types Of Manhole at Every 15 Mt. 35.00 1214.02 No.

Modification of Existing House Connection Chambers, Risening

up to 23cm. average of 0.23m wide C.C. Copping 1:3:6 with

Curing and Dismentaling existing Chamber's Precast cement

frame and Cover and also fitting the copping work as directed as

required and also refitting of existing house connection chamber's

coller and cover as required.

RCC precast M.H. Frame & Cover

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 Flate, curring mold

Frame suitable for 50cm opening of MH 18.00 1132.21 No.

Cover suitable for 50cm opening of MH 18.00 1184.73 No.

House Connection

Frame 24.00 821.13 No.

Cover 24.00 929.20 No.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF STONE FITTING

No. Location Length Width Area

Providing and laying & Re-Fitting of rough chiseled dressed stone flooring At

Ward No. 8 Nilkanth jupadpatti Antrik Road at Bharuch

CONSTRUCTION WORK OF STONE FITTING At Ajaybhai Vyas House to

2 Kesumama Chaowk to Bhutnath Faliyu Street Ambamashi House to 700.00 3.00

Satyanarayan Temple at Bharuch

Total :- 1310.00

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch

BHARUCH NAGARPALIKA - BHARUCH

SCHEME :- VYAVSAY VERA 2025-26

NAME OF WORK :- CONSTRUCTION WORK OF STONE FITTING

Location :- At Various Location at Bharuch

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Dismentaling tiled of stone floors laid in mortar including stacking

of serviceable materilas and disposal of unserviceable materials 4251.00 46.77 Sqmt.

with all lead and lift.

Box cutting the road surface to proper slope and camber for

making a base for road work including ramming the excavated

stuff and despositing on the road side slope as directed up to

Filling in foundation and plinth with brick Bats Chhara in layers of

20cm. thickness including watering, remming and consolidating 371.40 600.56 Cumt.

Providing and laying rough chiseled dressed stone flooring over

20mm thick base of cement mortar 1:5 (1-Cement : 5-coarse

sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1-

cement : 2-stone dust) etc. complete. (B) 40mm thick

Laying of removal rough chiseled dressed stone flooring over

20mm thick base of cement mortar 1:5 (1-Cement : 5-coarse

sand) or L.M. 1:1.5 including pointing with cement mortar 1:2 (1-

cement : 2-stone dust) etc. complete. (B) 40mm thick.

Total Amount Rs.

Total Amount Rs.

Add 1% Utility & Reparing Rs.

Total Amount Rs.

Total Amount Rs.

Consulting Engineer Municipal Engineer Chief Officer

" DESIGN POINT " Bharuch Nagarpalika Bharuch Nagarpalika

Amreli Bharuch Bharuch