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NIT No. ………….. date …………… Sr No.

Last Date of Sale :- Earnest Money : Rs.

Date of Receipt :- CR No. …………… Dated. …….

Copy issued to M/s ……………………………………………….

S.No. Particulars Quantity Unit Rate Amount

Demolishing cement concrete including

disposal of material within 50 meter lead :

a) 1:3:6 or richer mix. 43.5 Cum 645.00 28057.50

b) 1:4:8 or leaner mix. 43.5 Cum 396.00 17226.00

Providing and laying in position cement

concrete including curing compaction etc. of

specified grade excluding the cost of centering

and shuttering All up to plinth level IS 456-2000

: 1:4:8 (1Cement :4 Course Sand :8 Graded

stone aggregate 40 mm nominal size (Crusher

43.5 Cum 2755.00 119843.00

Carriage of Earth, Rubbish etc by Mechanical

transport including loading, unloading stacking

etc complete with all lead & lifts 5Km

100.00 Cum 66.50 6650.00

JODHPUR MUNICIPAL CORPORATION

Name of Work :-- ward 49 kayamkhani hostel,teja hostel and jilani masjid ki road ke dono taraf footpath nirman work.

1

2

3

"G" SCHEDULE

4 Supply and Fixing of Machine Cut Jodhpur sand

stone Kerb Stone fixed in white cement sand

mortar 1:4 with pigment including E/W 10cm

wide 40 cm. hight. 172.00 Mtr 714.00 122808.00

5 Providing and Laying of Interlocking Concrete

Block Pavements having thickness 80 mm as

per drawings and Technical Specification

Clause 1504. Categpru 'B' Denated only two

sides like I,Z,T, shape etc. as per IRC SP

63:2004 rubber moulding coloured tiles

435.00 Sqm 932.00 405420.00

TOTAL G SCHEDULE 700004.50

1-

2-

3-

4-

5-

6-

7-

8-

9-

10

I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.

Terms and Condition :-

dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhAl'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA

fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A

EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhAlHkh izdkj ds dj laosnd dks ogu djus gksxsAth 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhAlaosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhAxq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA

(Signature of Contractor)

Name _______________




Copy issued to M/s ……………………………………………….

S .No.Item

No.Particulars Qty. Unit Rate Per Amount

2.4

Dismantling of existing structures like culverts, bridges, retaining walls, CC

road and other structure comprising of masonry, cement concrete, wood

work, steel work, including T&P and scaffolding wherever necessary, sorting

the dismantled material, disposal of unserviceable material and stacking the

serviceable material with all lifts and lead of 50 metres as directed by

Engineer.

2.4.1 Cement Concrete Grade M-15 and above and PCC blocks 23.77 Cum

11.00 Cum

17.86 Cum

17.77 Cum

Total 70.40 Cum

Taking 70 % of total Quantity 49.28 Cum 427.00 21042.03693

2.4.2 Lime Concrete, cement concrete grade M-10 (1:5:10) and below 23.77 Cum

11.00 Cum

17.86 Cum

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR

"G" SCHEDULE

Rate Based on RUIDP 2017

Name of Work - Construction Of Sewerage and CC Road in ward no. 45 Paota hathi ki Bawadi Main Road

1

17.77 Cum

Total 70.40 Cum


2 4.2.1

Earth work in excavation for roadway, including trimming bottom and side

slopes in accordance with requirement of line, grades and cross sections,

including disposal of surplus material with all lift and lead upto 1000 metre

as per MoRT&H specification clause 301. In all type of soil .

180.00 Cum

103.60

Total 283.60 Cum 145.00 41122

3 9.3

Providing and laying lean cement concrete 1:4:8 in Sub- base over a

prepared sub-grade with coarse and fine aggregate conforming to IS: 383,

the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 150 kg/ cum, optimum moisture

content to be determined during trial length construction, concrete strength

not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manualy,

compacted with surface vibrator, finishing and curing complete as per

clause 601, 112 of MoRT&H specification including all material, labour,

machinery, lighting, guarding and maintenance of diversion

23.77 Cum

11.00 Cum

17.86 Cum

17.77 Cum

Total 70.40 Cum 2300.00 161915.975

4 9.5.1

Providing and laying un-reinforced, plain cement concrete mix with

Concrete Mixer & vibrator pavement over a prepared sub base with

43 grade cement , coarse and fine aggregate conforming to IS: 383,

maximum size of coarse aggregate not exceeding 25 mm, mixed as

per approved mix design, laid, spread, compacted and finished in a

continuous operation including provision of contraction, expansion,

construction and longitudinal joints etc including all material, labour,

machinery, lighting, guarding and maintenance of diversion. PCC M-20

23.77 Cum

11.00 Cum

17.86 Cum

17.77 Cum

70.40 Cum 4570.00 321720.0025

5 25.1.1Random rubble masonry with hard stone in foundation and plinth Cement

mortar 1:6 (1 cement : 6 coarse sand)17.37 Cum 3190.00 P.Cum 55421.784

6 32.3.2

Cement plastering including T&P, scaffolding, material and complete

labpour, including cost of water, curing, racking of joints etc. with 20 mm

cement plaster of mix :1:4 (1 cement : 4 fine/ coarse sand)

45.72 Sqm 210.00 P.Sqm 9601.2

717.18.

3

Providing at site, lowering & laying in trenches, aligning & jointing of RCC

pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date)

marked and pipes from 300 mm and upto 1800 mm manufactured through

vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for

sewer lines as per IS: 5382

(including cost of Rubber gaskets, lubricants) as per drawing, sectional

hydro testing of the sewer pipe line (including cost and conveyance of water

to site for testing) etc., complete as per specification and / or as directed by

Engineer.250 mm internal diameter

180.00 mtr 804.00 p.mtr 144720

8

Providing granular bedding having width = outer dia of pipe (Bc) + 500mm,

thickness below pipe = 0.25Bc or 100mm (whichever is higher) and

haunching = 0.5Bc, with graded hard crusher broken stone of 100% passing

through 20mm sheive, 20 to 50 % passing through 10mm sheive and 100 %

retain on 6.3mm sheive, laying in layers of thickness 10/15cm including

ramming, consolidation etc complete for all type of pipes of following sizes

as per drawing and

or as directed by Engineer.. 250mm nominal dia

180.00 149.00 p.mtr 26820

917.72.

1

Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS :

12592-2002 in existing manholes including grouting the frame in PCC M-15

complete in all respect as directed by the Engineer.HD-20

34.00 each 2400.00 each 81600

10 1.1.3Carriage of Materials by mechanical,transport, including loading, unloading

and stacking Sand, bazri, ballast, kankar for lead 5 Km440.00 Cum 132.00 P.Cum 58080

11

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved

quality /make including joining the pipe with solvent cement rubber

ring and lubricant 110mm dia

38.00 251.00 P mtr 9538

12

Construction of chamber in all type of soil with 300 mm thick

masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm

thick insider plaster in Cm 1:6, finished with floating neat cement,

50mm thick M-15 grade C.C. flooring , earthwork etc. complete as

per design including disposal of surplus earth within a lead of 50 mtr.

Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame

45.00 539.00 each 24255

13

Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills,

lintels and dassa, bearing, bed & top surface made perfenctly even,

jambs, skirting steps etc. rough dressed: Upto 15 cm. thick 2.16 Cum 4475.00 9666

14

Providing and laying in position cement concrete of specified grade

excluding the cost of centring and shuttering - All work upto plinth

level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm

nominal size)

5.40 Cum 4280.00 23112

Total 999765.0812

1-

2-

3-

4-


dk;Z dh nks"k fuokj.k ¼DEFECT LIABILITY½ vof/k dk;Z iw.kZrk ds i'pkr as per rules jgsxhA

l'kZr fufonk Lohdkj ugha gksxhAdk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds ai'pkr~ iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

5-

6-

7-

8-

9-

10



th 'ksM~;wy esa vkbZVe okbZt njsa ekU; ugha gksxhA ch-,l-vkj- ij izfr'kr vf/kd vFkok de njsa gh ekU; gksxhA


Name _______________

lHkh izdkj ds dj laosnd dks ogu djus gksxsA

th 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA

laosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA

xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkA


EXECUTIVE ENGINEER




Copy issued to M/s ……………………………………………….

S .No.Item

No.Particulars Qty. Unit Rate Per Amount

2.4

Dismantling of existing structures like culverts, bridges,

retaining walls, CC road and other structure comprising

of masonry, cement concrete, wood work, steel work,

including T&P and scaffolding wherever necessary,

sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable

material with all lifts and lead of 50 metres as directed by

Engineer.

2.4.1Cement Concrete Grade M-15 and above and PCC

blocks11.89 Cum

5.50 Cum

8.94 Cum

8.88 Cum

Total 35.20 Cum


OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE


name of work- ward no.45 maikadija hospital road c.c. road and sewerage work.

1

"G" SCHEDULE

2.4.2Lime Concrete, cement concrete grade M-10 (1:5:10)

and below11.89 Cum

5.50 Cum

8.94 Cum

8.88 Cum

Total 35.20 Cum


2 4.2.1

Earth work in excavation for roadway, including trimming

bottom and side slopes in accordance with requirement

of line, grades and cross sections, including disposal of

surplus material with all lift and lead upto 1000 metre as

per MoRT&H specification clause 301. In all type of soil .

108.00 Cum

51.80

Total 159.80 Cum 145.00 23171

3 9.3

Providing and laying lean cement concrete 1:4:8 in Sub-

base over a prepared sub-grade with coarse and fine

aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to

be as per table 600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete

strength not to be less than 10 Mpa at 7 days, mixed in

concrete mixer, laid manualy, compacted with surface

vibrator, finishing and curing complete as per clause

601, 112 of MoRT&H specification including all material,

labour, machinery, lighting, guarding and maintenance of

diversion

11.89 Cum

5.50 Cum

8.94 Cum

8.88 Cum

Total 35.20 Cum 2300.00 80970.925

4 9.5.1

Providing and laying un-reinforced, plain cement

concrete mix with

Concrete Mixer & vibrator pavement over a prepared

sub base with

43 grade cement , coarse and fine aggregate conforming

to IS: 383,

maximum size of coarse aggregate not exceeding 25

mm, mixed as

per approved mix design, laid, spread, compacted and

finished in a

continuous operation including provision of contraction,

expansion,

construction and longitudinal joints etc including all

material, labour,

machinery, lighting, guarding and maintenance of

diversion. PCC M-20

11.89 Cum

5.50 Cum

8.94 Cum

8.88 Cum

35.20 Cum 4570.00 160885.7075

525.1.

1

Random rubble masonry with hard stone in foundation

and plinth Cement mortar 1:6 (1 cement : 6 coarse sand)8.69 Cum 3190.00 P.Cum 27710.892

632.3.

2

Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with 20 mm cement plaster of mix

:1:4 (1 cement : 4 fine/ coarse sand)

22.86 Sqm 210.00 P.Sqm 4800.6

717.18

.3

Providing at site, lowering & laying in trenches, aligning &

jointing of RCC pipes NP4 class (with s/s ends) IS: 458 -

2003 (amended up to date) marked and pipes from 300

mm and upto 1800 mm manufactured through vertical

casting process at all depths with Rubber gaskets

(EPDM/SBR) for sewer lines as per IS: 5382

(including cost of Rubber gaskets, lubricants) as per

drawing, sectional hydro testing of the sewer pipe line

(including cost and conveyance of water to site for

testing) etc., complete as per specification and / or as

directed by Engineer.250 mm internal diameter

90.00 mtr 804.00 p.mtr 72360

8

Providing granular bedding having width = outer dia of

pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or

100mm (whichever is higher) and haunching = 0.5Bc,

with graded hard crusher broken stone of 100% passing

through 20mm sheive, 20 to 50 % passing through 10mm

sheive and 100 % retain on 6.3mm sheive, laying in layers

of thickness 10/15cm including ramming, consolidation

etc complete for all type of pipes of following sizes as per

drawing and


90.00 149.00 p.mtr 13410

917.72

.1

Supplying & fixing 560mm dia SFRC manhole frame &

cover as per IS : 12592-2002 in existing manholes

including grouting the frame in PCC M-15 complete in all

respect as directed by the Engineer.HD-20

18.00 each 2400.00 each 43200

10 1.1.3Carriage of Materials by mechanical,transport, including

loading, unloading and stacking Sand, bazri, ballast,

kankar for lead 5 Km

200.00 Cum 132.00 P.Cum 26400

11

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg.

/Cm.) approved quality /make including joining the

pipe with solvent cement rubber ring and lubricant

110mm dia

18.00 251.00 P mtr 4518

12

Construction of chamber in all type of soil with 300

mm thick masonry in Cm 1:6 m 100mm thick C.C.

1:5:10 in foundation, 20mm thick insider plaster in

Cm 1:6, finished with floating neat cement, 50mm

thick M-15 grade C.C. flooring , earthwork etc.

complete as per design including disposal of surplus

earth within a lead of 50 mtr. Inside size

300x300mm depth upto 0.5m & 5Kg C.I. cover with

frame

18.00 539.00 each 9702

13

Supplying and fixing Soorsagar Bhura or Equivalent

ashlar sills, lintels and dassa, bearing, bed & top

surface made perfenctly even, jambs, skirting steps

etc. rough dressed: Upto 15 cm. thick

1.08 Cum 4475.00 4833

14

Providing and laying in position cement concrete of

specified grade

excluding the cost of centring and shuttering - All

work upto plinth

level : 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm

nominal size)

2.70 Cum 4280.00 11556

Total G Schedule 499617.2567

1-

2-

3-

4-





5-

6-

7-

8-

9-

10









Name _______________


EXECUTIVE ENGINEER




Copy issued to M/s ……………………………………………….

S

.No.

Ite

m

No.

Particulars Qty. Unit Rate Per Amount

2.4

Dismantling of existing structures like culverts, bridges,

retaining walls, CC road and other structure comprising of

masonry, cement concrete, wood work, steel work, including

T&P and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts and lead of 50

metres as directed by Engineer.

2.4.

1Cement Concrete Grade M-15 and above and PCC blocks 23.77 Cum

11.00 Cum

OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE


Name of Work - Construction Of Sewerage and CC Road in ward no. 46 Khania Ghali No.3 to Jubaida

Masjid

1

"G" SCHEDULE

17.68 Cum

18.00 Cum

Total 70.44 Cum


2.4.

2

Lime Concrete, cement concrete grade M-10 (1:5:10) and

below23.77 Cum

11.00 Cum

17.68 Cum

18.00 Cum

Total 70.44 Cum


24.2.

1

Earth work in excavation for roadway, including trimming

bottom and side slopes in accordance with requirement of line,

grades and cross sections, including disposal of surplus

material with all lift and lead upto 1000 metre as per MoRT&H

specification clause 301. In all type of soil .

180.00 Cum

103.60

Total 283.60 Cum 145.00 41122

3 9.3

Providing and laying lean cement concrete 1:4:8 in Sub- base

over a prepared sub-grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse aggregate not

exceeding 25 mm, aggregate cement ratio not to exceed 15:1,

aggregate gradation after blending to be as per table 600-1,

cement content not to be less than 150 kg/ cum, optimum

moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7

days, mixed in concrete mixer, laid manualy, compacted with

surface vibrator, finishing and curing complete as per clause

601, 112 of MoRT&H specification including all material,

labour, machinery, lighting, guarding and maintenance of

diversion

23.77 Cum

11.00 Cum

17.68 Cum

18.00 Cum

Total 70.44 Cum 2300.00 162014.3

49.5.

1

Providing and laying un-reinforced, plain cement concrete mix

with

Concrete Mixer & vibrator pavement over a prepared sub base

with

43 grade cement , coarse and fine aggregate conforming to IS:

383,

maximum size of coarse aggregate not exceeding 25 mm,

mixed as

per approved mix design, laid, spread, compacted and finished

in a

continuous operation including provision of contraction,

expansion,

construction and longitudinal joints etc including all material,

labour,

machinery, lighting, guarding and maintenance of diversion.

PCC M-20

23.77 Cum

11.00 Cum

17.68 Cum

18.00 Cum

70.44 Cum 4570.00 321915.37

525.

1.1

Random rubble masonry with hard stone in foundation and

plinth Cement mortar 1:6 (1 cement : 6 coarse sand)21.72 Cum 3190.00

P.Cu

m69277.23

632.

3.2

Cement plastering including T&P, scaffolding, material and

complete labpour, including cost of water, curing, racking of

joints etc. with 20 mm cement plaster of mix :1:4 (1 cement : 4

fine/ coarse sand)

57.15 Sqm 210.00P.Sq

m12001.5

717.

18.

3

Providing at site, lowering & laying in trenches, aligning &

jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003

(amended up to date) marked and pipes from 300 mm and

upto 1800 mm manufactured through vertical casting process

at all depths with Rubber gaskets (EPDM/SBR) for sewer lines

as per IS: 5382

(including cost of Rubber gaskets, lubricants) as per drawing,

sectional hydro testing of the sewer pipe line (including cost

and conveyance of water to site for testing) etc., complete as

per specification and / or as directed by Engineer.250 mm

internal diameter

150.00 mtr 804.00 p.mtr 120600

8

Providing granular bedding having width = outer dia of pipe

(Bc) + 500mm, thickness below pipe = 0.25Bc or 100mm

(whichever is higher) and haunching = 0.5Bc, with graded hard

crusher broken stone of 100% passing through 20mm sheive, 20

to 50 % passing through 10mm sheive and 100 % retain on

6.3mm sheive, laying in layers of thickness 10/15cm including

ramming, consolidation etc complete for all type of pipes of

following sizes as per drawing and


150.00 149.00 p.mtr 22350

917.

72.

1

Supplying & fixing 560mm dia SFRC manhole frame & cover

as per IS : 12592-2002 in existing manholes including grouting

the frame in PCC M-15 complete in all respect as directed by

the Engineer.HD-20

32.00 each 2400.00 each 76800

101.1.

3

Carriage of Materials by mechanical,transport, including

loading, unloading and stacking Sand, bazri, ballast, kankar for

lead 5 Km

453.20 Cum 132.00P.Cu

m59822.4

11

P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.)

approved quality /make including joining the pipe with

solvent cement rubber ring and lubricant 110mm dia

38.00 251.00 P mtr 9538

12

Construction of chamber in all type of soil with 300 mm

thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in

foundation, 20mm thick insider plaster in Cm 1:6,

finished with floating neat cement, 50mm thick M-15

grade C.C. flooring , earthwork etc. complete as per

design including disposal of surplus earth within a lead of

50 mtr. Inside size 300x300mm depth upto 0.5m & 5Kg

C.I. cover with frame

45.00 539.00 each 24255

13

Supplying and fixing Soorsagar Bhura or Equivalent

ashlar sills, lintels and dassa, bearing, bed & top surface

made perfenctly even, jambs, skirting steps etc. rough

dressed: Upto 15 cm. thick

2.70 Cum 4475.00 12082.5

14

Providing and laying in position cement concrete of

specified grade

excluding the cost of centring and shuttering - All work

upto plinth

level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm

nominal size)

6.75 Cum 4280.00 28890

Total 992880.9693

1-

2-

3-

4-

5-

6-

7-

8-

9-

10







lHkh izdkj ds dj laosnd dks ogu djus gksxsAth 'ksM~;wy ds vkbZVe dh nj esa ;k vU; dksbZ Hkh Vad.k =qfV jgus ij QkbZuy ch-,l-vkj- gh ekU; gksxhA




EXECUTIVE ENGINEER



Name _______________



Date of Receipt :-

Copy issued to M/s ……………………………………………….

S.No. Particulars Qty. Unit Rate Amount

1 Dismantling stone rubble masonry including

stacking of serviceable material and disposal

of unserviceable material within 50 meters

lead. In Cement mortar. 23.49 cum 751 17640.99

Demolishing cement concrete including

disposal of material within 50 meter lead : a)

1:3:6 or richer mix. 11.25 Cum 645 7256.25

b) 1:4:8 or leaner mix. 11.25 Cum 396 4455

3 Providing and laying in position cement

concrete including curing compaction etc. of

specified grade excluding the cost of centering

and shuttering All up to plinth level 1:5:10

(1Cement :5 Course Sand :10 Graded stone

aggregate 40 mm nominal size (Crusher

Broken) 18.86 Cum 2519 47508.00

JODHPUR MUNICIPAL CORPORATION

Name of Work :- ward no.49 rajeev gandhi memorial chowk me baradari ka nirman

work.

BASED ON PWD BSR 2013

2

"G" SCHEDULE

CR No. …………… Dated. …….

4 Random Rubble stone masonary for

foundation and plinth in Cement Sand Mortar

above 30 Cm. thick wall IS 1597 (Part-I) 1992

in : CM 1:6 42.53 cum 2882 122571.00

5 Random Rubble stone masonary for

superstructure above plinth level one storey

height above 30 Cm. thick walls in : Cement

Mortar 1:6 (1-Cement:6-Sand). 49.02 Cum 3464 169805.00

6 Extra for facing as per design and detailed

specifications including additional cost of

stones over for : Course rubble facing First

Sort. 51.20 Sqm 322 16486.00

7 Extra for facing as per design and detailed

specifications including additional cost of

stones over for : Course rubble facing Second

Sort. 112.80 Sqm 227 25606.00

8 Providing and laying in position specified

grade of reinforced cement concrete including

curing compaction finishing with rendering in

cement sand mortar 1:3 (1-Cement:3-coarse

sand) and making good the joints excluding

the cost of centering, shuttering and

reinforcement. All work up to plinth level IS

456-2000: 1:1.5:3 2.23 cum 4329 9654.00

9 Reinforced cement concrete work in beams,

suspended floors, roofs, girders having slopes

up to 15o , landings, balconies, shelves,

chajjas, lintels, bands, plain windows sills,

staircases and spiral staircases, up to floor

three level including curing, compaction,

finishing with rendering in cement sand mortar

1:3 (1-Cement:3-coarse sand) and making

good and joints excluding the cost of

centering, shuttering and reinforcement : with

1:1.5:3 (1-Cement:1.5 coarse sand:3-graded

stone aggregate 20 mm nominal size). 10.65 Cum 4832 51461.00

10 Centering and shuttering with plywood or steel

sheets including strutting, propping, bracing

both ways and removal of formwork for

foundations in basements rafts, footings, strap

beams, bases of columns , etc. up to plinth

level. 9.60 Sqm 123 1181.00

11 Centering and shuttering with plywood or steel

sheets including strutting, propping, bracing

both ways with wooden members and removal

of formwork for superstructure up to 4.5 mtr

above plinth, for : Suspended floors, roofs,

landings, staircases, balconies, girders,

cantilevers, bands , coping, bed plates, anchor

blocks, sills, chhajjas lintel, beam etc.

69.40 Sqm 266 18460.00

12 Providing and fabricating reinforcement for

R.C.C. work including straightening, cutting,

bending, placing in position and binding

(including cost of binding wire) all complete

up to floor three level. Hot rolled deformed

bars (IS : 1139) 3300 Kg 60 198000.00

13 Brick work in partition in super structure up to

third storey 7 Cm. thick (brick on edges) using

bricks of class designation 75 with nominal

hoop rainforcement (2 Nos 6mm MS bar) at

every fourth course in Cement mortar 1:4 (1-

Cement:4-coarse sand). 3.60 Sqm 421 1516.00

14 Supplying and fixing Soorsagar Bhura or

Equivalent ashlar sills, lintels and dassa,

bearing, bed & top surface made perfenctly

even, jambs, skirting steps etc. rough dressed:

upto 15 cm thick 0.57 cum 4475 2551.00

15 Plaster on new surface on walls in cement

sand mortar 1:4 including raking of joints etc.

complete fine finish : 25 mm thick. 210.00 Sqm 204 42840.00

15A Add extra for plaster done over ceiling. 20%

from above rate. 70.00 Sqm 244.8 17136.00

16 Polished Blue Kota Stone flooring skirting,

laid over 20 mm thick base of C.M. 1:4 and

jointed with grey cement slurry to match the

shade of the slab including rubbing and

polishing complete : For area of each slab up

to 2001 to 5000 Sq. Cm : 25 mm thick 75.00 Sqm 918 68850

17 Cement concrete flooring grade 1:2:4 (1-

Cement:2-Coarse sand:4-graded stone

aggregate) rounding off edges etc. but

excluding the cost of nosing of steps etc.

complete : 50 mm thick with 20 mm thick

nominal size aggregate. 72.96 Sqm 281 20501.76

18 Cement concrete flooring grade 1:2:4 (1-

Cement:2-Coarse sand:4-graded stone

aggregate) rounding off edges etc. but

excluding the cost of nosing of steps etc.

complete : 75 mm thick with 20 mm thick

nominal size aggregate.

Terrace 58.56 Sqm 371 21725.76

19 Supplying and Fixing Jodhpur Sand Stone

Machine cut Dash , coping, sills, lintel, fixed

in cement sand mortar 1:4 (A) 9 cm (3.5")

thick. 24.10 Sqm 1734 41789.4

20 Supplying and fixing ashlar solid block pillars

fully fine (3 lines) dressed . Soorsagar or eqvt.

White Ashlar 10.04 cum 27712 278228.48

21 Supply & fixing of stainless steel pipe railing

for ramp railing height, 90 cm. with 40 mm dia

stainless steel pipe with 18 gauge with drop

(vertical post) at 90 cm. C/C and intermidiate

horizontal pipe with suitable height of same

size and gauge with coupling, grinding and

polishing & fix of master pieces as per

required point as per approved design of

Engineer incharge.50.00 mtr 2493 124650

22 Chiesel dressing of machine cut jodhpur ashlar

stone 90.00 sqm 431 38790

23 Supply & fixing or equivelent white ashlar

2.10 M (7' span) finished. 10.00 each 14879 148790

24 Supply & fixing or equivelent white ashlar

1.50 M (5' span) finished. 10.00 each 11195 111950

25 Supplying and fixing ashlar stone chhajja 5 to

7 cm. thick all exposed surface fully fine

dressed, weather dripped includin 75x75mm.

Cement bota (1:2:4) between chhajja & wall

(single piece upto 1:2m length) : (B) White

Ashlar three line dressed 33.00 sqm 1321 43593

26 Supplying and fixing Red ashlar stone Jali 5 to

7 cm. thick curved (A) Red Ashlar upto half

depth 19.80 sqm 1757 34788.6

27 Fine dressing of ashlar stone work (payable on

Executive Engineer's test checking): (A) White

Ashlar three line 75.60 sqm 1072 81043.2

27a (B) White Ashlar one line 33.00 sqm 539 17787

28 25mm thick fine dressed and machine grinded

surface stone flooring over 20mm (av.) thick

base in cement in CM 1:6 with joints finished

flush with: White sand stone 150.00 Sqm 495 74250

29 P&F white ashlar Todies of machine cut for

corners of porch fixing in cement mortar or

gypsum etc. complete in all respect size

45x30x10 cm. 25.00 each 1020 25500

29a Supplying and fixing ashlar coping ordinary 7

to 10 cm. thick 2-line dressed (normal length

of single piece not less than 0.90m) (a)

Soorsagar or eqvt. White Ashlar 8.00 Sqm 6512 52096

30 Distempering with oil bound washable

distemper of approved brand and manufacture

to give an even shade including all scaffolding

: New work (two or more coats) over and

including scrapping and priming coat with

cement primer. 300.00 Sqm 66.7 20010

31 Painting with enamel paint of approved brand

and manufacture to give an even shade : Two

or more coats on new work. 30.00 Sqm 54 1620

32 Pointing on stone masonary in cement sand

mortar 1:3 (1-Cement:3-Sand) : Deep grooved

pointing 90.00 Sqm 105 9450

33 Finishing wall with water proofing cement

paint of approved brand and manufacture and

or required shade to give an even shade

including all scaffolding : New work (Three or

more coats). 90.00 Sqm 71 6390

34 P&F rigid PVC Pipe (IS:4985 mark) class II(4

Kg. /Cm.) approved quality /make including

joining the pipe with solvent cement rubber

ring and lubricant. 110 mm dia 10.50 Mtr 251 2635.5

35 P&F rigid PVC pipe fittings (IS: 4985 mark)

of approved quality /make including joining

the pipe with solvent cement rubber ring and

lubricant: c) Multi floor trap 110mm dia 3.00 Nos 271 813

35a d) Bend 87.5 110mm dia 3.00 Nos 162 486

36 Wiring of light point/ fan point/ exhaust fan

point/ call bell point with 1.5 sq. mm FR PVC

insulated unsheathed flexible copper

conductor 1.1 kV grade and 1.5 sq.mm FR

PVC insulated unsheathed flexible copper

earth conductor 1.1 kV grade (IS:694) of

approved make in surface / recessed ISI

marked medium duty PVC conduit & it's

accessories, round tiles,18 SWG M.S. box

with earth terminal, screwless cage connectors

for neutral looping in switch board & falce

ceiling point, 6 A switch, 3.0 mm thick

phenolic laminated sheet, zinc plated / brass

screws, cup washers, making connections,

testing etc. as required. Short point (up to 3

mtr.) Gr. 110 Nos. 188.5 1885.00

36a Medium point (up to 6 mtr.) Gr. 1 5 Nos. 334 1670.00

36b Long point (up to 10 mtr..) Gr.1 4 Nos. 489.5 1958.00

37 Wiring of 3 pin 5 amp. light plug point with

1.5 sq. mm FR PVC insulated unsheathed

flexible copper conductor 1.1 kV grade and

1.5 sq.mm FR PVC insulated unsheathed

flexible copper earth conductor 1.1 kV

grade(IS:694) of approved make in surface /

recessed ISI marked medium duty PVC

conduit & it's accessories, 18 SWG M.S. box

with earth terminal, screwless cage connectors

for neutral looping in switch board & falce

ceiling point, 6 A switch, 6 A socket, 3.0 mm

thick phenolic laminated sheet, zinc plated /

brass screws, cup washers, making

connections, testing etc. as required. On board 4 Nos. 69 276.00

38 S & F Following sizes (dia.) of ISI marked

medium duty PVC conduit along with

accessories in surface/ recessed using saddles,

clamps, fastener as required including cutting

the wall and making good the same as

required. Group-2. 25 mm 40.00 Mtr 29 1160.00

39 Supplying and drawing FR PVC insulated &

unsheathed flexible copper conductor ISI

marked (IS : 694) of 1.1 KV grade and

approved make in existing surface or recessed

conduit/casing capping including making

connections etc. as required. 2 x 2.5 sq. mm. +

1x1.5sqmm Gr. 1 45.00 Mtr 40 1800.00

39a 2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. Gr. 1 10.00 Mtr 62 620.00

40 Wiring for sub mains ISI marked (IS:694)

1100 Volts grade PVC insulated flat twin core

sheathed solid aluminium conductor with 10

SWG G.I. Support wire duly clipped etc. as

required. 4.0 sq.mm 4.50 Mtr 16.5 74.00

41 Supplying and fixing of power plug point

accessories on 18 SWG metal box of size 175

x 100 x 60 mm. on surface or in recessed with

suitable size phenolic laminated sheet cover

including cost of 6 pin 16 amp. Switch and

socket outlet , making connection , testing ,

etc. as required. Gr.1 2 Nos. 140 280.00

42 P&F Recessed/ Surface mounting heavy duty

horizontal type sheet steel Distribution board

phophatised/ powder painted complete with

100 A copper bus bar, shorting link , neutral

link, earth link and din bar, conforming to

IS13032 & IS8623 including making internal

DB terminations with copper lugs , testing

etc. as required. Gr.1 Double Door (Single

Phase) 1 Nos. 967 967.00

43 P&F 240/415 V MCB of breaking capacity not

less than 10 KA (B/ C/ D tripping

characteristic) ISI marked IS 8828(1996)]/

conforming to IEC 60898 in existing

board/sheets including making connections

with lugs, testing etc. as required. Single pole

MCB 6 A to 32 A rating Gr.1 4 Nos. 151 604.00

44 P&F 240/415 V isolator conforming to

IS:13947-III/ IEC 60947-3 on existing board /

sheet including making connections with lugs ,

testing etc. as required. Double pole isolator

30 A / 40 A rating 1 Nos. 298 298.00

45 P & F IS:371 marked 6 amp surface type

ceiling rose including making connection

testing etc. as required. 4 Nos. 16 64.00

46 P & F 1.6 mm thick M.S. Recessed fan box,

hexagonal/ round of size 100 mm dia, depth

75mm, 12 mm dia rod fan hook with 100 mm

length extended on each side . 6 Nos. 51 306.00

47 P & F double ball bearing capacitor start

ceiling fan of approved make complete with

regulator and other accessories as required.

(for estimation purpose only) 1200 mm sweep

6 Nos. 1203 7218.00

P & F surface/recessed type 10 mm thick Teak

wood board duly antitermite treated, varnished

and fixed by using gutties/ PVC fasteners of

following size as required. a) 100 mm x 175

mm 4 Nos. 16 64.00

b) 200 mm x 250 mm 3 Nos. 28 84.00

49 P & F strip type fluorscent tube fitting

fabricated from (CRCA sheet and finished

with powder coating / stove enamelled

paint)/(extruded non corrosive UV resist EP

channel) complete with accessories like

(OCCB, starter, starter seat)/ EB, rotor holder,

terminal block duly prewired with copper

conductor including making connection,

testing etc. as required. ( without tube) 1 X 36

Watts with EB Gr.1 5 Nos. 436 2180.00

50 P & F Fluorscent tube rod in existing fixtures

as required Flourscent powder coated 36/40

Watts Gr. 1 5 Nos. 56 280.00

2001653

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EXECUTIVE ENGINEER


Name _______________


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