Construction Work of RCC Road, Paver Block Road & Drainage Line at Various Location in Chalthan, At Kadodara, Dist. Surat Under Swarnim Jayanti Mukhyamantri Shaheri Vikas Yojana (Outgrowth).

NAME OF WORK:- CONSTRUCTION WORK OF RCC ROAD, PAVER BLOCK ROAD & DRAINAGE LINE

AT VARIOUS LOCATION IN CHALTHAN, 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

6 Schedule - "B"- 6

7 Schedule - "B"- 7

8 Schedule - "B"- 8

9 Schedule - "B"- 9

10 Schedule - "B"- 10

11 Schedule - "B"- 11

12 Schedule - "B"- 12

13 Schedule - "B"- 13

14 Schedule - "B"- 14

15 Schedule - "B"- 15

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. 3,72,20,537=00 Put to Tender Rs. 3,72,20,537=00

Add % Rs. Deduct %Rs.

Total Rs. Total Rs.

(In Words (In Words

Stamp with Signature of Contractor

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of 600 mm Class NP-3 Storm Drainageline

LOCATION :- At Ward No. 5 Ram Kabir Main Road, at Chalthan, at Kadodara Dist- Surat

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation in Bituminous Road

Excavation in bituminous road 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 as specified

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 927.90 139.98 Cumt.

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 600 271.50 262.20 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 21.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 21.00 1184.73 No.

House Connection Chamber light duty

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. 10.00 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. 11.00 24283.40 No.

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

Providing and constructing rectangular brick masonry

chamber for house connection as per type design in brick

masonry in C. M. 1:3 including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and outside plastering 42.00 8001.22 No.

in C. M. 1:3 coping in M200 and fixing RCC precast manhole

frame and covers, but Excl. supply of manhole and cover etc.

complete excl. excavation.

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

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.

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 300 252.00 136.85 Rmt.

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of 1200 mm Class NP-3 Storm Drainageline

LOCATION :- At Ward No. 6 Khodiyar Nagar To Green Velly, at Chalthan, 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 353.10 139.98 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.(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 Murrum

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/

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

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

Class NP2,NP3,NP4 - Pipe dia. in mm 1200 119.50 506.00 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 11.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 11.00 1184.73 No.

House Connection Chamber light duty

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 "B" as above but upto 1.5 M depth. 11.00 24283.40 No.

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

Providing and constructing rectangular brick masonry chamber

for house connection as per type design in brick masonry in C.

M. 1:3 including M-100 in foundation M-150 in benching inside

plastering in C. M. 1:3 and outside plastering in C. M. 1:3 coping 22.00 8001.22 No.

in M200 and fixing RCC precast manhole frame and covers, but

Excl. supply of manhole and cover etc. complete excl.

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/

(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.

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

Class NP2,NP3,NP4 - Pipe dia. in mm 150 132.00 72.45 Rmt.

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of 600 mm Class NP-3 Storm Drainageline with Paver Block

LOCATION :- At Ward No. 5 Ambika Nagar Main Road, at Chalthan, at Kadodara Dist- Surat

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 1650.00 50.62 Sqmt.

unserviceable materials with all lead and lift.

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 825.70 139.98 Cumt.

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 600 188.50 262.20 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 23.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 23.00 1184.73 No.

House Connection Chamber light duty

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. 10.00 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. 13.00 24283.40 No.

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

Providing and constructing rectangular brick masonry

chamber for house connection as per type design in brick

masonry in C. M. 1:3 including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and outside plastering 46.00 8001.22 No.

in C. M. 1:3 coping in M200 and fixing RCC precast manhole

frame and covers, but Excl. supply of manhole and cover etc.

complete excl. excavation.

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

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.

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 150 276.00 72.45 Rmt.

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 1155.00 706.93 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.

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

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 7 Jalaram Nagar, At Chalthan,At Kadodara, Di.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

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 %,

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 40 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 35 333.00 706.93 Sqmt.

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 etc. 183.60 24.28 Rmt.

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 5 Khand Udhyog Housing Society Sump Side, At Chalthan,At Kadodara, Di.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

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 %,

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 40 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 35 481.00 706.93 Sqmt.

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 etc. 177.60 24.28 Rmt.

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 6 Laksmi Nagar Borse Gali, At Chalthan,At Kadodara, Di.Surat

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 550.00 50.62 Sqmt.

with all lead and lift.

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

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 82.50 1233.21 Cumt.

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 40 mmnominal size) and

curing 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 Sand layer for 385.00 706.93 Sqmt.

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

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

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.

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

cement mortar 1:1 including neat cement finishing, watering etc. 211.00 24.28 Rmt.

Upgradation of Existing Chamber 7.00 1481.67 No.

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 7.00 1132.21 No.

Cover suitable for 50cm opening of MH 7.00 1184.73 No.

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Reinforcement Cement Concrete Road

LOCATION :- At Ward No. 7 Mahadev Mandir To School, At Chalthan 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

Add extra for Disposing off the excavated stuff of above items

for lead of (E) 400 to 500 m

Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 99.00 301.78 Cumt

consolidating etc. complete.

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 %,

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 40 mmnominal

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

Foundation and Plinth

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

including bending, binding and placing in position complete 1637.00 77.28 Kg.

upto floor two level

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying and fixing

of 125 micron thick polythene film, 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 using Trimix in continuous

operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant,

using curing compound (where specified) and water finishing to

lines and grade as per drawing and Technical Specification

Suppling, stacking and spreading Quarry spall in side sholuders

with spreading incuding rolling & watering etc.comp. as directed 69.30 323.20 Cumt.

by engineer in charge

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of R.C.C. Road with Both Side Paver Block

LOCATION :- At Ward No. 5 Ram Kabir Main Road, at Chalthan, 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 TMT Bar FE 500D reinforcement for R.C.C. work

including bending, binding and placing in position complete 7440.00 77.28 Kg.

upto floor two level

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying and

fixing of 125 micron thick polythene film, wedges, steel plates 225.00 5376.23 Cumt.

including levelling the formwork as per drawing), spreading

the concrete with shovels, rakes, compacted using needle,

screed and plate vibrators and finished using Trimix in

continuous operation including provision of contraction and

expansion, construction joints, applying debonding strips,

primer, sealant, using curing compound (where specified) and

water finishing to lines and grade as per drawing and

Technical Specification

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 750.00 706.93 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 602.50 24.28 Rmt.

Upgradation of Existing Chamber 21.00 1481.67 No.

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 work etc.

Frame suitable for 50cm opening of MH 21.00 1132.21 No.

Cover suitable for 50cm opening of MH 21.00 1184.73 No.

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Reinforcement Cement Concrete Road

LOCATION :- At Ward No. 5 Kikla Dairy Main Road, At Chalthan 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

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 %,

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 40 mmnominal

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

Foundation and Plinth

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

including bending, binding and placing in position complete upto 6547.00 77.28 Kg.

floor two level

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying and fixing

of 125 micron thick polythene film, 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 using Trimix in continuous

operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant,

using curing compound (where specified) and water finishing to

lines and grade as per drawing and Technical Specification

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of R.C.C. Road with Both Side Paver Block

LOCATION :- At Ward No. 7 Yogeshwar Nagar, at Chalthan, at Kadodara Dist- Surat

"Schedule-B-10"

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 1026.20 50.62 Sqmt.

unserviceable materials with all lead and lift.

Filling in foundation and plinth with murrum or selected soil in

layers of 20cm. thickness including watering, ramming and 307.90 301.78 Cumt.

consolidating etc. complete.

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

20 % ), mixing in a mechanical mix plant at OMC, carriage of 154.00 1233.21 Cumt.

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

including bending, binding and placing in position complete 2317.00 77.28 Kg.

upto floor two level

Construction of un-reinforced, dowel jointed at expansion

and construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying

and fixing of 125 micron thick polythene film, wedges, steel 70.10 5376.23 Cumt.

plates including levelling the formwork as per drawing),

spreading the concrete with shovels, rakes, compacted

using needle, screed and plate vibrators and finished using

Trimix in continuous operation including provision of

contraction and expansion, construction joints, applying

debonding strips, primer, sealant, using curing compound

(where specified) and water finishing to lines and grade as

per drawing and Technical Specification

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 443.80 706.93 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

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.

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

cement mortar 1:1 including neat cement finishing, watering 339.00 24.28 Rmt.

Upgradation of Existing Chamber 11.00 1481.67 No.

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 work etc.

Frame suitable for 50cm opening of MH 11.00 1132.21 No.

Cover suitable for 50cm opening of MH 11.00 1184.73 No.

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Reinforcement Cement Concrete Road

LOCATION :- At Ward No. 7 Chalthan to Tatithaiya Main Road, At- Chalthan, at Kadodara Dist- Surat

"Schedule-B-11"

PERCENTAGE RATE TENDER

Item No. & Description Quantity Rate Per Amount

Excavation in Bituminous Road

Excavation in bituminous road 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 as specified

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

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 %,

to 4.75 mm - 45 % and 2.36 mm below - 20 % ), mixing in a 732.00 1233.21 Cumt.

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 40 mmnominal

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

Foundation and Plinth

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

including bending, binding and placing in position complete upto 22087.00 77.28 Kg.

floor two level

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying and fixing

of 125 micron thick polythene film, 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 using Trimix in continuous

operation including provision of contraction and expansion,

construction joints, applying debonding strips, primer, sealant,

using curing compound (where specified) and water finishing to

lines and grade as per drawing and Technical Specification

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 7 Anand Nagar Overhead Tank, At-Chalthan, at Kadodara Dist- Surat

"Schedule-B-12"

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

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 %,

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 40 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 35 726.00 706.93 Sqmt.

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 etc. 154.00 24.28 Rmt.

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara

KADODARA NAGARPALIKA - KADODARA

SCHEME: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of 300 mm, 450 mm and 600 mm Class NP-3 Storm Drainageline

LOCATION :- At Ward No. 5 Bharat Nagar, At-Chalthan, at Kadodara Dist- Surat

"Schedule-B-13"

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) 39.90 1110.75 Cumt.

Dismentaling tiled of stone floors laid in mortar including

stacking of serviceable materilas and disposal of 2670.20 50.62 Sqmt.

unserviceable materials with all lead and lift.

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the 1161.60 139.98 Cumt.

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 300 70.00 136.85 Rmt.

Class NP2,NP3,NP4 - Pipe dia. in mm 450 0.00 196.65 Rmt. -

Class NP2,NP3,NP4 - Pipe dia. in mm 600 285.40 262.20 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 26.00 1132.21 No.

(2) Cover suitable for 50cm opening of MH 26.00 1184.73 No.

House Connection Chamber light duty

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

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. 15.00 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. 11.00 24283.40 No.

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

Providing and constructing rectangular brick masonry

chamber for house connection as per type design in brick

masonry in C. M. 1:3 including M-100 in foundation M-150 in

benching inside plastering in C. M. 1:3 and outside plastering 52.00 8001.22 No.

in C. M. 1:3 coping in M200 and fixing RCC precast manhole

frame and covers, but Excl. supply of manhole and cover etc.

complete excl. excavation.

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

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.

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 150 312.00 72.45 Rmt.

Filling available excavated earth (excluding rock) in trenches.

plinth, sides of foundations etc. in layers not exceeding

cm. in depth consolidating each disposited layer by ramming

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of R.C.C. Road with Paver Block

LOCATION :- At Ward No. 5 Bharat Nagar, At-Chalthan, at Kadodara Dist- Surat

"Schedule-B-14"

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

including bending, binding and placing in position complete 10793.00 77.28 Kg.

upto floor two level

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete Bavement,

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

grade cement or any other type as per Clause 1501.2.2 M-30

(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, laying and

fixing of 125 micron thick polythene film, wedges, steel plates 326.40 5376.23 Cumt.

including levelling the formwork as per drawing), spreading

the concrete with shovels, rakes, compacted using needle,

screed and plate vibrators and finished using Trimix in

continuous operation including provision of contraction and

expansion, construction joints, applying debonding strips,

primer, sealant, using curing compound (where specified) and

water finishing to lines and grade as per drawing and

Technical Specification

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 956.20 706.93 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 782.10 24.28 Rmt.

Upgradation of Existing Chamber 26.00 1481.67 No.

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 work etc.

Frame suitable for 50cm opening of MH 26.00 1132.21 No.

Cover suitable for 50cm opening of MH 26.00 1184.73 No.

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: SWARNIM JAYANTI MUKHYAMANTRI SHAHERI VIKAS YOJANA (OUTGROWTH)

NAME OF WORK :- Construction Work of Paver Block Road

LOCATION :- At Ward No. 7 New Hadpati Vash, At Chalthan,At Kadodara, Di.Surat

"Schedule-B-14"

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

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 %,

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 40 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 35 1791.00 706.93 Sqmt.

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 etc. 342.00 24.28 Rmt.

Consl. Engineer Municipal Engineer Chief Officer

"DESIGN POINT" Kadodara Nagarpalika Kadodara Nagarpalika

Amreli Kadodara Kadodara