Construction Work of Sewerage Line, Paver Block Road & Led Street Light at Various Location at Kadodara, Dist.- Surat Under Vivekadhin Grant Year 2026-27

NAME OF WORK:- CONSTRUCTION WORK OF SEWERAGE LINE, PAVER BLOCK ROAD & LED

STREET LIGHT AT VARIOUS LOCATION IN KADODARA, AT KADODARA, DIST. SURAT

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

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. 52,71,566=00 Put to Tender Rs. 52,71,566=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

KADODARA NAGARPALIKA - KADODARA

SCHEME: 15% VIVEKADHIN GRANT YEAR 2026-27

NAME OF WORK :- Construction Work of 300mm Class NP-3 Sewerage Line

LOCATION :- At Ward No. 2 Raj Chamunda Carting to Shree Nivas Entry, at Kadodara Dist- Surat

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 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.(B)

Dense or Hard 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

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

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 (10.1.C) Class NP3 Test Pressure

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 stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4 - Pipe dia. in mm 900 107.50 391.00 Rmt.

10.4 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 Flat,

curing mold work etc.

(1) Frame suitable for 50cm opening of MH 9.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 9.00 1184.73 No.

Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonary in C. M. 1:5 and inside and

outsice 15mm thick plastering in C. M. 1:3 necessary 100 mm

coping with reinforcement in RCC M- 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house

connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain

wherever necessary as per the stipulations in the type

desing complete (excl. excavation).

Manhole type "A" as above but upto 1.0 M depth. 0.00 14005.85 No. -

Extra Depth beyong 1.0 M but upto 1.5 M depth for "A" type

Manhole type "B" as above but upto 1.5 M depth. 9.00 24283.40 No.

Extra Depth beyong 1.5 M but upto 4.0 M depth for "B" type

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…………

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: 15% VIVEKADHIN GRANT YEAR 2026-27

NAME OF WORK :- Construction Work of 600mm Class NP-3 Sewerage Line

LOCATION :- At Ward No. 2 Haridham Society Street No. 1 to Street No. 6, at Kadodara Dist- Surat

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 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.(B)

Dense or Hard 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

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

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 (10.1.C) Class NP3 Test Pressure

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 stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4 - Pipe dia. in mm 600 163.80 230.28 Rmt.

10.4 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 Flat,

curing mold work etc.

(1) Frame suitable for 50cm opening of MH 12.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 12.00 1184.73 No.

Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonary in C. M. 1:5 and inside and

outsice 15mm thick plastering in C. M. 1:3 necessary 100 mm

coping with reinforcement in RCC M- 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house

connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain

wherever necessary as per the stipulations in the type

desing complete (excl. excavation).

Manhole type "A" as above but upto 1.0 M depth. 6.00 12300.79 No.

Extra Depth beyong 1.0 M but upto 1.5 M depth for "A" type

Manhole type "B" as above but upto 1.5 M depth. 6.00 21327.16 No.

Extra Depth beyong 1.5 M but upto 4.0 M depth for "B" type

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…………

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: 15% VIVEKADHIN GRANT YEAR 2026-27

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 2 Haridham Society Street No. 1 to Street No. 6, at Kadodara Dist- Surat

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 removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

Granular Sub-Base with Graded Material

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification

of grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %,

26.5 to 4.75 mm - 45 % and 2.36 mm below - 20 % ), mixing

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

to work site, spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory power roller

to achieve the desired density, complete as per clause

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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 468.00 706.93 Sqmt.

35 mm Sand layer for levelling and filling the joint with sand in

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

Providing cement vata (10cm. x 10 cm. size) quarter round in

cement mortar 1:1 including neat cement finishing, watering 365.20 24.28 Rmt.

Total Amount Rs…………

Total Amount Rs…………

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: 15% VIVEKADHIN GRANT YEAR 2026-27

NAME OF WORK : PROVIDING, ERECTING & INSTALLATION OF LED STREET LIGHT

LOCATION : N.H. - 48 to Bhagu Nagar at Kadodara

PERCENTAGE RATE TENDER

Item No. & Description Qty. Rate Per Amount

Making trench in Hard Murrum / Tar Road of suitable width of 90 cm

or required depth for laying any size of cable or locating the fault all

over the run and back filling the same and making the surface as

Providing & laying approved make Double walled corrugated pipes

(DWC) of polyethylene (conforming to IS 14930 II )with necessary

connecting accessories of same material at required depth in 1196.00 62.62 Mtr.

existing trench for laying of cable. below ground / road surface for

enclosing cable (A)50 mm outer dia

providing and erecting Mains with ISI marked, 1.5KV grade

electrolyte multi stranded, annealed copper conductor with heat

resistant PVC insulated conforms to IS 694, IEC - 227 erected in

existing pipe of following size (Specifically for control panel, relays,

power switchgears, motor starters & control wiring) with required size

of copper lugs, nuts and bolts if required.

(e) One wire 6.00 sq. Mm 240.00 56.56 Mtr.

(g) One wire 16.00 sq. Mm 60.00 142.41 Mtr.

Supplying and erecting Flexible PVC insulated multi strand multi core

1.1 kv grade ISI marked copper wires of following size to be erected

e) 1.50 Sq.mm 3 core round PVC sheathed 480.00 46.46 Mtr.

Supplying and erecting LED street light / Flood light fittings with High

power White LEDs wattage of 1Watt and above assembled on single

MCPCB, efficiency more than 130 lm/w and corrosion free High

pressure die cast aluminum housing with smooth finish powder

coated and heat sink extruded aluminium with diffuser and

Polycarbonate optics/ lenses with company mark/name engraved or

embossed 120 to 300 V,Power Factor more than 0.95, THD < 10 %,

CCT 3000 K to 5700K,

Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED

driver efficiency > 85 %.CREE / OSRAM / PHILIPS Lumileds /

NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. (

fittings required LM-79 & LM-80 certificates)(NOTE: Below

description have shown ranges of Wattage capacity of LED

fittings.The Engineer incharge may select any wattage capacity

between the ranges shown.)

(A) Street Light (IP-65), Surge protection -4KV integral and 10 kv non

integral ,Light must have 440VAC line supply protection. It should

withstand 48 hours for 440VAC line supply.

(iv) Above 90 watts to 120 watts Cat-lll 40.00 6566.01 Each.

Providing and erecting XLPE (IS:7098)(I)-88 ISI armoured cable

multistrand Aluminium conductor for 1.1 KV. to be laid on wall with

necessary clamps or in existing trench / pipe of following size of

(a) 4 core 16 Sq. mm 1120.00 153.52 Mtr.

Item No. & Description Qty. Rate Per Amount

(b) 4 core 25 Sq. mm 162.00 190.89 Mtr.

Providing and, fixing heavy duty flange type brass cable gland with

rubber ring for PVC insulated armoured cable complete with out

going tails, insulating tape etc for following size of cables.

(b) 2 to 4 core 6 Sq. mm 80.00 38.38 Ea.

Solder less crimping type Aluminium lugs conforming to IS suitable

for cable of following size evenly crimped with high pressure tool &

connected to switchgear terminals with brass/cadmium plated nut

bolts in an approved manner.

providing and erecting Miniature circuit breaker single pole 0.5A to

2A system and having breaking capacity 10 KA to be erected in

existing box. confirming to IS 8810/1996 with ISI Mark

Cat.III 40.00 270.68 Ea.

Providing & erecting 240 V MCB double pole switch for motor &

inductive load (C Curve) having 10 KA breaking capacity &

confirms to IS : 8828 in existing box having following capacity

(B) 40 Amp. Cat.III 9.00 330.27 Ea.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive

Load (C Curve) having 10KA breaking capacity & confirms to IS

:8810 in existing box having following capacity

(b)40 Amp. Cat.III 3.00 668.62 Ea.

providing and erecting Approved make Four pole moulded case

circuit breaker having breaking capacity ICU of 25 KA. at

V,having normal current rating up to 25 A to 100A. with Fixed

thermal & magnetic release suitable to work on A.C. supply 50 c/s.

with all internal connections & complete erected in existing

G.M.S. housing.

ICS=100% of ICU only Cat III 3.00 6173.12 Ea.

ICS=100% of ICU only Cat III (With Encloser) add 10% extra 3.00 6790.43 Ea.

Supplying and erecting triple pole & neutral 440V / 500V panel

mounting Copper Busbars with four equal Nos. of electrolyte bus

having current density not more than 1.6 Amp. / sq.mm (Rated

current / cross section area) duly wrapped with colour insulating tape

for phase sequence of following current carrying capacity, erected

with necessary bus bar supports /insulators, main cable socket to

each bar, erected in existing cubical panel with necessary

(A) Suitable for 100 Amp. Capacity 2.40 1961.42 Rn.Mtr

Providing & erecting weather proof, dust & vermin proof, floor

mounted front operated indoor type cubical panel board necessary

IP-42 and above protection as per approval from engineer incharge

made from 14 SWG thick CRC M.S. sheet for outer body & doors,

SWG thick CRC M.S.sheet for internal partitions with necessary

accesories , supporting angles/ flats channel including cutting,

bending, drilling, welding, riveting with internal partitions & cable

alley as per requirements & instruction of engineer-in-charge with

Item No. & Description Qty. Rate Per Amount

supplied switch gears, BUSBARS, suitable size of inter connecting

PVC copper wire / copper-aluminium strips, rubber grommets, rib,

bakelite control fuses/MCB for measuring instruments, earth bus &

earth bolts, foundation flange - bolts-base Plates, sufficient nos. of

hinged doors, handles with locking arrangement and rubber

gasket,heavy duty end terminal connection,danger notice

board,necessary ventilation,earthing strip complete. The Panel shall

be painted with epoxy powder coating.

(The rates excludes the cost of switchgears, bus bars, inter

connecting mains & Copper Aluminium strips, meters, Fuses etc.

The dimension shall be measured excluding base beams) The panel

shall be supplied with following approved manufacturers with

following size.

(C) The standard companies switch gear shall be used and only

manufacturers at CPRI approved factory as per IEC 61439 for

beneficial use.

(i) with 350mm depth 3.00 16392.30 Sq.Mtr

Supplying and erecting approved make suitable panel indicator

lamps of LED type lamp, lens cover, Bakelite holder complete 3.00 43.43 Ea.

erected with necessary connections.

Supplying & erecting earth pit of minimum bore dia.150mm size

approved make Earthing Electrode consisting Pipe-in-Pipe

Technology as per IS 3043-1987 made of corrosion free hot dipped

G.I.Pipes having Outer pipe dia of 50mm having 80-100 Micron

galvanising, Inner pipe dia of 25 mm having 100-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic

value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications with chamber

and heavy duty cover.(approved make OEM has to submit test

certificate) & having back filling compound of (B) Inner chemical

(CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC

62561-1017, Voltage drop:- < 1 volt at no load & dry form, Sulphar

content:- <2%(C) Back fill Compound :- Earthing compound should

be capable to retain moisture for long time Necessary test report

must be submitted.

(a) For Electrical Installation up to 440V in normal soil

Length of pipe - 1 Mtr 3.00 4591.46 Ea.

Back filling compound - 1 Nos Bag of 15 Kg.

Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 47.50 794.87 Kg.

Providing and erecting Pipe type earthing having 150 cms.long and

2.5 cms. dia. galvanised iron pipe with coupling and buch buried in

specially prepared earth pit complete with necessary 8 SWG earth

For using salt and charcoal / coke as required for pipe type earthing.

Supplying and erecting approved make Octagonal pole made from

HR sheet steel. The pole should be made as per IS. and shall be

coated with hot dip galvanizing as per IS 2629/2633/4759, suitable

suspend local wind speed with integral Junction box consist of

terminal plate of min 6mm Hylam sheet, standard profile

35mmX7.5mm Din-Rail for MCB Mounting, stud type terminal and

arrangement for cable termination to be erected on foundation as

per details given by manufacturer considering site requirement.

Item No. & Description Qty. Rate Per Amount

(G) 8 Mtr. Long 70 mm Top X 155 mm bottom dia, 3 mm thickness

with 260mmX260mmX16mm base plate, 4-M20 Bolts and 600mm 40.00 14010.72 Ea.

Providing and erecting Street Light pole bracket comprising main B

Class GI pipe of 4.2 cm/require outside dia. complete with suitable B

Class G.I. sleeve tubing of approx. 45cms.length and suitable for

76.5 mm /80mm / required size of pole top having sufficient

fasteners for fixing the brackets and having spread of 1.5.mtr. length

with 110 deg.with vertical plane & suitable welded stays, reducer and

with check nuts complete painted with one coat of Red oxide / PU

base primer and two coats of Aluminium / PU paint. paint with

following nos of arms.

[A] Single Arm Bracket 1.5 Mtr 40.00 683.77 Ea.

Supplying & erecting approved make Digital time switch having

lithium cell 6 years operative and operate battery backup 1 channel

day clock with 14 memory programme, suitable to operate on 240V +

5%, 16A with, floating contacts Minimum switching setup time

minimum & LCD display. Also comprised permanent ON/OFF

switching. Programming switches & housed in fire proof

thermoplastic enclosure & transparent cover erected as required

with necessary connection erected as directed.

Supplying & erecting power contactor ,AC3 duty for time switch

complete erected as per direction Cat III

Total Amount Rs………..

Total Amount Rs………..

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: 15% VIVEKADHIN GRANT YEAR 2026-27

NAME OF WORK :- Construction Work of 300mm Class NP-3 Sewerage Line

LOCATION :- At Ward No. 2 Raj Chamunda Carting to Shree Nivas Entry, at Kadodara Dist- Surat

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 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.(B)

Dense or Hard 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

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

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 (10.1.C) Class NP3 Test Pressure

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 stores to site of work, labour, giving

hydraulic testing as per ISI code.

Class NP2,NP3,NP4 - Pipe dia. in mm 900 107.50 391.00 Rmt.

10.4 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 Flat,

curing mold work etc.

(1) Frame suitable for 50cm opening of MH 9.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 9.00 1184.73 No.

Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the

type design in brick masonary in C. M. 1:5 and inside and

outsice 15mm thick plastering in C. M. 1:3 necessary 100 mm

coping with reinforcement in RCC M- 200 fixing C. I. steps

and fixing manhole frame and covers (But excluding supply of

manhole frame and covers) over manholes and house

connection chambers and fixing Manhole covers (but

excluding supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing safety chain

wherever necessary as per the stipulations in the type

desing complete (excl. excavation).

Manhole type "A" as above but upto 1.0 M depth. 0.00 14005.85 No. -

Extra Depth beyong 1.0 M but upto 1.5 M depth for "A" type

Manhole type "B" as above but upto 1.5 M depth. 9.00 24283.40 No.

Extra Depth beyong 1.5 M but upto 4.0 M depth for "B" type

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

Box cutting the road surface to proper slope and camber for

making a base for road work including removing the

excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

Granular Sub-Base with Graded Material

Construction of granular sub-base by providing coarse graded

machine crushed B.T. material satisfying MOST specification

of grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %,

26.5 to 4.75 mm - 45 % and 2.36 mm below - 20 % ), mixing

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

to work site, spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory power roller

to achieve the desired density, complete as per clause

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

coarse sand : 6- hand broken stone aggregates

mmnominal size) and curing complete excluding cost of

formwork in (A) Foundation and Plinth

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 64.80 706.93 Sqmt.

35 mm Sand layer for levelling and filling the joint with sand in

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

Removing & Refixing interlocking type cement concrete paver

block (Rubber moulded) of approved shape, design & colour

fixing on fine sand bedding. Item includes levelling by using

vibratory plates compacted machine. Item also includes all

materials, labour, equipments, tools, plants, watering,

cleaning etc.complete.

Total Amount Rs…………

Total Amount Rs…………

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara