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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. Item Qty. Unit Rate In Rs. Amount

1 Silt clearance of drains, channels and

canals with lift 1.5 Mtr. and lead up to

50Mtr.

630.00 Cum. 63.00 39690.00

2 Earth work in excavation in foundation

trenches or drains including dressing of

sides and ramming of bottoms, lift up to

1.5 Mtr. including taking out the excavated

soil and depositing and refilling of jhiri with

watering & ramming and disposal of

surplus excavated soil as directed within a

lead of 50 meter. All kinds of soil.81.00 Cum. 159.00 12879.00

3 Add extra rate for quantities of works

executed (respective applicable rates):

(A) In or under water and or liquid

Mud/Marshy soil. 630.00 Cum. 31.80 20034.00

(B) In or under foul conditions. 630.00 Cum. 39.75 25042.50

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

Graded stone aggregate 40 mm nominal

size (Crusher Broken) 105.00 Cum. 2755.00 289275.00

5 Random Rubble stone masonary for

foundation and plinth in Cement Sand

Mortar above 30 Cm. thick wall in : Cement

Mortar 1:4 (1-Cement:4-Sand). 203.00 Cum. 3122.00 633766.00


superstructure above plinth level one

storey height above 30 Cm. thick walls in :

Cement Mortar 1:4 (1-Cement:4-Sand).81.00 Cum. 3704.00 300024.00

JODHPUR NAGAR NIGAM

BASED ON PWD BSR, 2013

NAME OF WORK-channel making and boundry wall raising work in mandoria gate nallah in

ward 54

"G" SCHEDULE

7 Plaster on new surface on walls in cement

sand mortar 1:4 including raking of joints

etc. complete fine finish: 25 mm thick.630.00 Sqm. 204.00 128520.00





level IS 456-2000 : 1:1.5:3 (1Cement :1.5

Course Sand :3 Graded stone aggregate

20 mm nominal size 105.00 Cum. 4066.00 426930.00

9 Carriage of Earth, Rubbish etc by

Mechanical transport including loading,

unloading stacking etc complete with all

lead & lifts 5Km 81.00 Cum. 66.50 5386.50

1881547.00

1-

2-

3-

4-

5-

6-

7-

8-

9-

10

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

(Signature of Contractor)

Total

Name _______________

Terms and Condition :-

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 gksxkAdk;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; gksxhA

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

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

EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

NIT No. ………………………… Date …………………………

Last Date of Sale : …………………….

Date of Receipt ………………………………….

Copy Issued to M/s. …………………………………………………….

S

.No.Item No. Particulars Qty. Unit Rate 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.Cement

Concrete Grade M-15 and above

and PCC blocks

103.68 Cum 427.00 44271.4

2.4.2Lime Concrete, cement concrete

grade M-10 (1:5:10) and below103.68 Cum 428.00 44375

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 .

675.36 Cum 145.00 97927.2

JODHPUR NAGAR NIGAM`

G-SCHEDULE

Sr. No. ……………………………..

Earnest Money : Rs ………………….

Cr. No. ………………. Date …………..

Rate Based on RUIDP 2017

Name of Work - Construction Of Sewerage and CC Road At kalal colony between gali no

7-8,8-9,9-10 and nearby area in ward no. 52

1

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

124.56 cum 2300.00 286488

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

103.68 Cum 4570.00 473818

5 25.1.1

Random rubble masonry with hard

stone in foundation and plinth

Cement mortar 1:6 (1 cement : 6

coarse sand)

59.51 Cum 3190.00 189831

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)

156.60 Sqm 210.00 32886

7 17.18.3

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.200 mm internal diameter

576.00 mtr 562.00 323712

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.. 200mm

nominal dia

576.00 133.00 76608

9 17.72.1

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

52.00 each 2400.00 124800

10 1.1.3

Carriage of Materials by

mechanical,transport, including

loading, unloading and stacking

Sand, bazri, ballast, kankar for lead

5 Km

882.72 Cum 132.00 116519

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

160.00 251.00 40160

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

156.00 539.00 84084

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

6.26 Cum 4475.00 28031.4

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)

3.93 Cum 4280.00 16802.7

Cleaning and removal of earth, silt,

sludge, kankar, boulder, building

material and garbage in existing

nallah/drains including

construction

of bye pass arrangement to

byepass water with 1.5m lift from

ground

level and lead upto 50 m including

foul & saturated condition where

pumping out or bailing out of

water is required, including

shoring,

shuttering where required and

dewatering. Making access for

disposal and dressing disposal side

as per the directed of the

Engineer.For Depth upto 1.50 m

69.12 Cum 278.00 19215.4

Total 1999528

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks 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 i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhA

I/We agree to execute the above work @ …………...………………% above/below (in figure)

(In word ……………………………..……………………………………………% above/below)

of the 'G' Schedule rates & we agree to abide by general & special conditions of the contract

Signature of Contractor EX.EN

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks

TOTAL




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

S

.No.

Item

No.Particulars Qty. Unit Rate 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



unserviceable material and stacking the

serviceable material with all lifts and lead

of 50 metres as directed by Engineer.

Cement Concrete Grade M-15 and above

and PCC blocks 63.13 Cum 427.00 26957

2.4.

2

Lime Concrete, cement concrete grade M-

10 (1:5:10) and below (Quantity as above) 63.13 Cum 248.00 15656

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 .276.00 Cum 145.00 40020

OFFICE OF THE MUNICIPAL CORPORATION, JODHPURG-Sch


Name of Work - Construction Of Sewerage and CC Road at Ward no.49

Gali opposite to Gayo k Phaatak

1

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 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

72.13 Cum 2300.00 165899

4

9.5.

1

Providing and laying un-reinforced, plain

cement concrete mix with

Concrete Mixer & vibrator pavement

over a prepared sub base with



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,


maintenance of diversion. PCC M-20

63.13 Cum 4570.00 288504.1

525.1

.1

Random rubble masonry with hard stone

in foundation and plinth Cement mortar

1:6 (1 cement : 6 coarse sand)26.06 Cum 3190.00 83131.4

6

32.3

.2



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)

68.58 Sqm 210.00 14401.8

7

17.1

8.3

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.200 mm

internal diameter 155.00 mtr 562.00 87110

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


nominal dia

140.00 mtr 133.00 18620

9

17.7

2.1


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 20.00 each 2400.00 48000

101.1.

3


mechanical,transport, including loading,

unloading and stacking Sand, bazri,

ballast, kankar for lead 5 Km

402.26 Cum 132.00 53098.32

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 50.00 mtr 251.00 12550

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

30.00 each 539.00 16170

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




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

: 4 graded stone aggregate 20 mm

nominal size)

5.40 Cum 4280.00 23112

15 Construction of Open Surface Drain

with 112 mm thick brick masonary in

CM 1:4, Semi circular SW glazed

channel (conforming to IS Standards)

fixed with cement mortar 1:1 over a

bed of 100mm thick C.C. 1:5:10,

filling of edged with M-15 grade CC

flooring 12mm cement plaster 1:4,

over all exposed faces, excavation &

disposal of earth with in a lead of

50mtr complete as per approved

drawings:

150mm drain, 225 mm Av. Depth

15cm S.W. glazed channel. channel.310.00 mtr 310.00 96100

Total 1001412

1-

2-

3-

4-

5-

6-


l'kZr fufonk Lohdkj ugha gksxhA

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

per rules jgsxhA

dk;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


lHkh izdkj ds dj laosnd dks ogu djus gksxsA

7-

8-

9-

10

EXECUTIVE ENGINEER




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

Name _______________

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

xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkAlaosnd }kjk dk;ZLFky dh lqj{kk dh O;oLFkk Lo;a dks djuh gksxhA




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

S.No. ITEMS QTY Unit RATE

In Rs. AMOUNT

1

Sludge clearance of drains, channels and canals with

lift 1.5 Mtr and

lead up to 50 Mtr.1841.10 Cum 254.00 467639.4

2

Carriage of Materials by mechanical transport including

loading, unloading and

stacking :: Stone, boulders,gravelly material 10 Km1841.10 Cum 216.50 398598.15

3

Random rubble masonry with hard stone in foundation

and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) 38.25 Cum 3190 122017.5

MUNICIPAL CORPORATION, JODHPUR"G" SCHEDULE

Name of Work :- Cleaning and Repairing of Nahar opposite to Nagauri Gate Police

Chowki at Ward 50

[Rates are based on RUIDP SOR 2017/PWD BSR 2013 ]

4

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)

800 Sqm 210 168000

5

Cement concrete flooring 1:2:4 (1 cement : 2 coarse

sand : 4 graded

20mm nominal size stone aggregate) finished with a

floating coat of

neat cement including cement slurry, but excluding

the cost of

nosing of steps etc. complete.75mm thick

90.00 Sqm 548.00 49320

TOTAL 1205575.1

1-

2-

3-

4-

5-

6-

7-

8-

9-

#


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

EXECUTIVE ENGINEER




Name _______________

NIT No. ………………………… Date …………………………


Date of Receipt …………………………………. Cr. No. ……… Date ………

Copy Issued to M/s. …………………………………………………….

S.No. Item Qty. Unit Rate Amount

1 WBM Grading 3 Providing Laying spreading

and compacting stone Agg. of specific sizes

brought from a lead upto 1 Km to water bound

macadam specification including spreading in

uniform thickness hand packing rolling with

three wheel 80-100 KN static roller in stages

to proper grade and camber , applying and

brooming ,crushable screening to fill up the

interstices of coarse Agg. watering and

compacting to the required of coarse Agg.

watering and compacting to the required

density Grading 3 (Crusher Broken) as per

Technical Specification Clause 405. by

Manual Means

33 Cum. 1068 35244

2 Providing and applying tack coat with Bitumen

grade VG-10 using mechanical bitumen

pressure distributor at the rate of 0.30 to 0.40

kg per sqm on the prepared bituminous

surface cleaned with Hydraulic broom as per

Technical Specification Clause 503.

1500 Sqm. 22 33000

3 Providing and laying bituminous macadam

with hot mix plant using crushed aggregates

of grading as per Table 500.4 premixed with

bituminous binder VG-10 @ 3.30%,

transported to site upto a lead of 1000 m laid

over a previously prepared surface with paver

finisher to the required grade, level and

alignment and rolled to achieve the desired

compaction as per Technical Specification

Clause 504.

8 Cum. 4993 39944

JODHPUR NAGAR NIGAM

Name of work:- ROAD REPAIR WORK IN WARD NO-54

G-SCHEDULE

Sr. No. ……

Earnest Money : Rs …

4 20mm thick Open-Graded Premix Carpet

using Bituminous (penetration grade/modified

bitumen) Binder Providing, laying and rolling of

open-graded premix carpet of 20 mm

thickness composed of 13.2 mm to 5.6 mm

aggregates either using penetration grade

bitumen or emulsion to required line, grade

and level to serve as wearing course on a

previously prepared base, including mixing in

a suitable plant, laying and rolling with a three

wheel 80-100 kN static roller capacity, finished

to required level and grades to be followed by

seal coat of either Type A or Type B or Type C

as per Technical Specification Clause 508.

Case - II By Mechanical Means(Crust stone

chips @ 0.027 Cum per 10 Sqm & Bitumen @

14.6 Kg per 10Sqm Mix shall be laid by paver

finisher Bitumen (VG-10)

1500 Sqm. 124 186000

5 Seal Coat - Type `B' Providing and laying

premixed seal coat type `B' comprising of thin

application of crushed sand of grit as passing

2.6mm sieve and retained on 180 micron

sieve applied @ 0.60 cum per 10sqm

premixed with bitumen binder@ 6.8Kg/

10Sqm in hot mix plant laying manually and

rolling with power road roller 8-10 tonne as per

Technical Specification Clause 510. By

Mechanical Means Bitumen (S-90) Bitumen

(VG-10)

1500 Sqm. 46 69000

6 Demolishing cement concrete including

disposal of material within 50 meter lead.1:3:6

or reacher mix15 Cum. 645 9675

7 (b)1:4:8 or leaner mix 15 Cum. 396 5940


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

15 Cum. 2755 41325


concrete including curing compaction etc. of

specified grade excluding the cost of centering

and shuttering All up to plinth level IS 456-

2000 : 1:1.5:3 (1Cement :1.5 Course Sand :3

Graded stone aggregate 20 mm nominal size

19 Cum. 4066 77254

10 Carriage of Earth, Rubbish etc by Mechanical

transport including loading, unloading stacking

etc complete with all lead & lifts 5Km 30 Cum. 66.5 1995

TOTAL G SCHEDULE 499377

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA

dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA





Signature of Contractor Executive Engineer,

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

NIT No. ………………………… Date ………………………… Sr. No. ……………………………..

Last Date of Sale : ……………………. Earnest Money : Rs ………………….

Date of Receipt …………………………………. Cr. No. ………………. Date …………..

Copy Issued to M/s. …………………………………………………….

S

.No.Item No. Particulars Qty. Unit Rate 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



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 blocks36.00 Cum 427.00 15372

2.4.2Lime Concrete, cement

concrete grade M-10 (1:5:10)

and below

36.00 Cum 428.00 15408

2 4.2.1







material with all lift and lead

upto 1000 metre as per

MoRT&H specification clause

301. In all type of soil .

162.00 Cum 145.00 23490

OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE


Name of Work - Const. Of Sewerage and CC Road At kalal colony between gali no

5-6 in ward no. 52

G-SCHEDULE

1

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

36.00 Cum 2300.00 82800

4 9.5.1

Providing and laying un-

reinforced, plain cement

concrete mix with



base with

43 grade cement , coarse and

fine aggregate conforming to

IS: 383,

maximum size of coarse

aggregate not exceeding 25

mm, mixed as


spread, compacted and finished

in a



expansion,

construction and longitudinal

joints etc including all material,

labour,

machinery, lighting, guarding

and maintenance of diversion.

PCC M-20

36.00 Cum 4570.00 164520

5 25.1.1

Random rubble masonry with

hard stone in foundation and

plinth Cement mortar 1:6 (1

cement : 6 coarse sand)

25.65 Cum 3190.00 81823.5

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)

67.50 Sqm 210.00 14175

7 17.18.3

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.300 mm

internal diameter

200.00 mtr 1060.00 212000

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


or as directed by Engineer..

200mm nominal dia

200.00 mtr 170.00 34000

9 17.72.1

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


30.00 each 2400.00 72000

10 1.1.3




Sand, bazri, ballast, kankar for

lead 5 Km

234.00 Cum 132.00 30888

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


50.00 mtr 251.00 12550

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

50.00 each 539.00 26950

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)

1.69 Cum 4280.00 7242.5625

805301.5625






Signature of Contractor Executive Engineer

TOTAL G Schedule

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh (Above) (Below)

S

.No.Item No. Particulars NO L W H Qty. Unit Rate Amount

2.4

Dismantling of existing structures

like culverts, bridges, retaining



concrete, wood work, steel work,

including T&P and scaffolding




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 blocks1 200 1.8 0.1 36.00 Cum 427.00 15372

2.4.2Lime Concrete, cement concrete

grade M-10 (1:5:10) and below1 200 1.8 0.1 36.00 Cum 428.00 15408

2 4.2.1







material with all lift and lead upto

1000 metre as per MoRT&H

specification clause 301. In all type

of soil .

1 200 0.9 0.9 162.00 Cum 145.00 23490

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 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

1 200 1.8 0.1 36.00 Cum 2300.00 82800



Name of Work - Const. Of Sewerage and CC Road At kalal colony between gali no 6-7

in ward no. 52

1

4 9.5.1

Providing and laying un-reinforced,

plain cement concrete mix with



base with



maximum size of coarse aggregate

not exceeding 25 mm, mixed as


spread, compacted and finished in

a



expansion,

construction and longitudinal joints

etc including all material, labour,


maintenance of diversion. PCC M-

20

1 200 1.8 0.1 36.00 Cum 4570.00 164520

5 25.1.1

Random rubble masonry with hard

stone in foundation and plinth

Cement mortar 1:6 (1 cement : 6

coarse sand)

25 3 0.38 0.9 25.65 Cum 3190.00 81823.5

6 32.3.2



labpour, including cost of water,

curing, racking of joints etc. with 20

mm cement plaster of mix :1:4 (1


25 3 1 0.9 67.50 Sqm 210.00 14175

7 17.18.3

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



1 200.00 mtr 1060.00 212000

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


nominal dia

1 200.00 mtr 170.00 34000

9 17.72.1


manhole frame & cover as per IS :

12592-2002 in existing manholes

including grouting the frame in PCC

M-15 complete in all respect as


30 30.00 each 2400.00 72000

10 1.1.3




Sand, bazri, ballast, kankar for lead

5 Km

234.00 Cum 132.00 30888

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


50.00 mtr 251.00 12550

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


earth within a lead of 50 mtr.

Inside size 300x300mm depth upto

0.5m & 5Kg C.I. cover with frame

50.00 each 539.00 26950

13

Supplying and fixing Soorsagar


lintels and dassa, bearing, bed &

top surface made perfenctly even,

jambs, skirting steps etc. rough

dressed: Upto 15 cm. thick

50 1.2 0.15 0.3 2.70 Cum 4475.00 12082.5

14

Providing and laying in position




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

sand : 4 graded stone aggregate 20

mm

nominal size)

25 0.95 0.95 0.08 1.69 Cum 4280.00 7242.56

Total 805301.5

Say 8.05

Junior Engineer Assistant Engineer

Jodhpur Nagar Nigam Jodhpur Nagar Nigam

TOTAL

NIT No. ………………………… Date …………………………Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….

S

.No

.

Item


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

9.95 Cum

28.86 Cum

24.31 Cum

20.49 Cum

22.46 Cum

Total 106.07 Cum 427.00 45294

2.4.2

Lime Concrete, cement

concrete grade M-10

(1:5:10) and below

(Quantity as above)

106.07 Cum 428.00 45398

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 .

285.00 Cum

4.2.2 144.00 Cum

Total 429.00 Cum 145.00 62205



Name of Work - Construction Of Sewerage and CC Road at Ward no.52 kalal

colony

G-SCHEDULE

1

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


106.07 Cum

14.40

Total 120.47 Cum 2300.00 277081

4 9.5.1

Providing and laying un-

reinforced, plain cement

concrete mix with


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

106.07 Cum

Total 106.07 Cum 4570.00 484739.9

525.1.

1

Random rubble masonry

with hard stone in

foundation and plinth

Cement mortar 1:6 (1


52.12 Cum 3190.00 166265.352

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)

137.16 Sqm 210.00 28803.6

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

237.50 mtr 804.00 190950

9

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

237.50 149.00 35387.5

1117.72

.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

39.00 each 2400.00 93600

12 1.1.3


mechanical,transport,

including loading,

unloading and stacking

Sand, bazri, ballast,

kankar for lead 5 Km

641.14 Cum 132.00 84630.48

13

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

40.00 mtr 251.00 10040

14

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

50.00 each 539.00 26950

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

4.32 Cum 4475.00 19332

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)

2.85 Cum 4280.00 12198

1582875








Total G Schedule

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA (Above)

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

NIT No. ………….. date …………… Sr No. ……..

Last Date of Sale :-

Date of Receipt :-

Copy issued to M/s ……

S.No. Particulars Qty. Unit Rate Amount

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

stone aggregate 40 mm nominal size (Crusher Broken)

16.88 Cum

17.00 Cum 2755.00 46835

2 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).

380.00 Cum

380.00 Cum 3464.00 1316320

3 Extra for facing as per design and detailed specifications

including additional cost of stones over for : Course

rubble facing Second Sort.2000.00 Sqm 197.00 394000

4 Pointing on stone masonary in cement sand mortar 1:3

(1-Cement:3-Sand) :Flush or ruled pointing.

2000.00 Sqm 104.00 208000

5 Supply and fixing Jodhpur sand stone Machine cut Dash,

Coping,sill,lintel fixed in cement sand mortar 1:4, 9 cm

(3.5") thick

225.00 Sqm 1734.00 390150

MUNICIPAL CORPORATION, JODHPUR

G-SCHEDULE

Name Of Work-In Ward 53 Cons.of Boundary wall at Paharganj I


6 Providing and fixing steel gate grating and grills made of

angles, tees, square bars or other flats black pipe with

holdfast and fittings complete as per design and drawing

including cutting welding and fabrication with priming

coat of red oxide.

100.00 Kg. 89.00 8900

2364205

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

EXECUTIVE ENGINEER



8- njsa 4 ekg rd ekU; jgsxh

9 l'krZ fufonk Lohdkj ugha gksxh A

4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA

5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA

6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A

1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA

2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA

3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA


NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….


1 Earth work in excavation in foundation

trenches or drains including dressing of

sides and ramming of bottoms, lift up to

1.5 Mtr. including taking out the

excavated soil and depositing and

refilling of jhiri with watering & ramming

and disposal of surplus excavated soil as

directed within a lead of 50 meter. All

kinds of soil. 20.00 Cum. 159.00 3180.00


concrete including curing compaction

etc. of specified grade excluding the cost

of centering and shuttering All up to

plinth level 1:4:8 (1Cement :4 Course

Sand :8 Graded stone aggregate 40 mm

nominal size (Crusher Broken)

60.00 Cum. 2755.00 165300.00


concrete including curing compaction

etc. of specified grade excluding the cost

of centering and shuttering All up to

plinth level IS 456-2000 : 1:1.5:3

(1Cement :1.5 Course Sand :3 Graded

stone aggregate 20 mm nominal size

5.00 Cum. 4066.00 20330.00


foundation and plinth in Cement Sand

Mortar above 30 Cm. thick wall in :

Cement Mortar 1:4 (1-Cement:4-Sand).

10.00 Cum. 3122.00 31220.00


superstructure above plinth level one

storey height above 30 Cm. thick walls in

: Cement Mortar 1:4 (1-Cement:4-Sand).

10.00 Cum. 3704.00 37040.00

NAME OF WORK- various development work in gazsingh park paota

polo 1 in ward 44

JODHPUR NAGAR NIGAM`

G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

9


6 Plaster on new surface on walls in

cement sand mortar 1:4 including raking

of joints etc. complete fine finish: 25 mm

thick. 100.00 Sqm. 204.00 20400.00

7 Supplying and fixing Soorsagar


lintels and dassa, bearing, bed & top

surface made perfenctly even, jambs,

skirting steps etc. rough dressed: 5.00 Cum. 4475.00 22375.00

8 Providing and fixing steel gate

grating and grills made of angles,

tees, square bars or other flats black

pipe with holdfast and fittings

complete as per design and drawing

including cutting welding and

fabrication with priming coat of red 2500.00 kg 89.00 222500.00

9 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

600.0 Sqm 932 559200.00

10 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. 100.0 mtr. 714 71400.00

11 Excavation for roadwork in soil

including cutting, trimming bottom

and side slopes, in accordance with

requirements of lines, grades and

cross-sections, and disposal to the

embankment location with a lift upto

1.5 m and lead upto 100 m as per

Technical Specification Clause 302.3

100.00 Cum. 31.00 3100.00

12 Providing at site, lowering & laying in

trenches, aligning & jointing of uPVC

pipes of class III (6 kg/ cm2) as per IS:

4985 and as per specification with rubber

ring with socket and spigot joint,

(EPDM/SBR) for all depths including well

graded granular bedding (Type-E) for

pipe length as per drawing and

specification including hydraulic field

testing and commissioning etc complete

as directed by Engineer. 110mm dia 70.00 mtr. 289.00 20230.00

9


13 Providing corrugated G.I. Sheet

roofing fixed with G.I. J or L hooks

bolts and nuts 8mm diameter with

bitumen and G.I. limpet washers or

with G.I. limpet washers filled with

white lead and including a coat of

approved steel primer and two coat of

approved paint on over lapping of

sheet complete (upto a pitch of 600

& excluding the cost of purlins rafters

and truses, for class of sheet : 1.60

mm sheet90.00 sqm 1041.00 93690.00

14 Providing and fixing Ist quality MAT

finished ceremic tile size 300x300mm

confirming to IS : 13753 colour such as

white, grey, ivory, fume red brown in

walls, floors, steps, pillars etc. laid on a

bed of neat cement slsurry including

nicely finished joints using water proof

joint filler power (Untile or Roffe make)

and finishing with flush pointing in white

cement mixed with pigment to match the

shade of tile complete (excluding the cost

of cement plaster).

15.00 Sqm 820 12300.00

15 Providing and fixing Ist quality standard

White Ivory straight edge Glazed Tiles

ISI marked [IS:13753] (Kajariya,

Jhonson, Somani make etc. ) of size

450mm x 300mm in walls, floors, steps,

pillars etc. laid on a bed of neat cement

slurry finished with flush pointing in

white cement mixed with pigment to

match the shade of tile complete

(excluding the cost of cement plaster).

20.00 Sqm 915 18300.00

16 P & F Ist

quality WVC Urinal (IS:2556

mark) with 25 mm dia G.I. waste pipe,

dome couplings, concealed iron brackets

or screws etc. complete. Flat Back

(small) size 440x265x315 mm.

2 Nos. 820 1640.00

17 P & F PVC Storage Tank (IS:12701

marked indicating the BIS license No.)

of approved make with cover, 25 mm dia

1 M long G.I. over-flow pipe & 25 Cm.

long wash out pipe with plug & socket,

including making connection etc.

complete of approved design. 1000 litres

capacity. 2 Nos. 6900 13800.00

9


18 P & F G.I. Pipes (Internal work) with

G.I. fittings (IS:1239 Mark) & M.S.

clamps including cutting and making

good the walls and floors : Exposed on

wall B-Class a) 15 mm dia nominal

bore. 15.00 Mtr. 187 2805.00

b) 25 mm dia nominal bore. 10.00 Mtr. 288 2880.00

19 Pointing on stone masonary in cement

sand mortar 1:3 (1-Cement:3-Sand) :

Deep grooved pointing 600.00 Sqm 105 63000.00

20 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.600.00 sqm 66.70 40020.00

21 Providing at site, lowering & laying in

trenches, aligning & jointing of RCC

pipes NP4 class (with s/s ends) as per

IS: 458 - 2003 (amended up to date) 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

testing of the sewer pipe line (including

cost and conveyance of water to site)

etc., complete as per specification and /

or as directed by Engineer.

30.00 mtr. 518.00 15540.00

22 Carriage of Earth, Rubbish etc by

Mechanical transport including loading,

unloading stacking etc complete with all

lead & lifts 5Km 120.00 Cum. 66.50 7980.00

1448230.00

1448230.00

h schedule

Total

Grand Total

9


Providing and Fixing of Double Swing

Double swing top pipe made up of 50mm

nominal bore M.S. medium grade of

reputed make (jindal, Prakash Surya,

Tata) 3.00 Mtr. Long jointed with four nos

legs of 40mm nominal bore M.S. Medium

Grade of reputed make (Jindal, Prakash

Surya, Tata) 3.0 Mtr. long pipe (After

installation2.40 Mtr.) with the help of

specialy designed trapeze shape two nos

junction box, each junction box contains

two nos 4mm thick trapeze shape plates

jointed with 50mm x 5mm M.S. flat iron,

double swing have two nos specialy

designed ball bearing system each ball

bearing system contains two nos ucp 205

casted ball bearing assembally, one nos

27mm x 600 mm long M.S. solid bearing

shaft and two nos press bended (I)

hoocks for hanging chain seats, chain

should be minimum 6mm thick electro

galvanised tested jointed with 150mm x 5

ply nylon reinforced rubber seat for safe

and comfortable swing. All welded joints

are well grinded, filled with epoxy sealent

and chemically cleaned before painting,

all parts done one coat of red oxide to

avoid rusting and one coat of spray

painted in multi colour for dazzling look.

Double swing fixedin ground with cement

concrete mix (1:1.5:3) size 30x30x45 cm.

including exavation of earth as per

2 nos 15000

30000.00

Providing and Fixing of Sea Saw four

seaterSea saw four seater stand pipes made

up of 50mm nominal bore M.S. medium

grade of reputed make (Jindal, Prakash

Surya, Tata) 1.50mtr. Long and 0.50 mtr.

High from ground level with two nos sea

saw planka of 40mm nominal bore M.S.

medium grade of reputed make (Jindal,

Prakash Surya, Tata) 2.0 mtr. long pipe

comprised with four nos 16 SWG

galvanised sheet press moulded 375mm

x 300 mm with back rest of 15mm

nominal bore M.S. medium grade of

reputed make (Jindal, Prakash Surya,

Tata) pipe, sea saw four seater have two

nos specialy designed ball bearing

system each ball bearing system

contains two nos ucp 205 catesd ball

bearing assembally, one nos 27mm x

150 mm long M.S. solid bearing shaft for

smooth movement. All welded joints are

well grinded, filled with epoxy sealent

and chemically cleaned before painting,

all parts done one coat of red oxide to

avoid rusting and one coat of spray

painted in multi colour for dazzling look.

Sea Saw four seater fixed in ground with

cement concrete mix (1:1.5:3) size

30x30x45 cm. including exavation of

earth as per required work completed as

per direction of engineer in charge and

2 nos 13000

26000.00

56000.00

total g+h schedule 1504230.00

9


Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks 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






Signature of Contractor Executive Engineer,

Nagar Nigam Jodhpur

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh

9

NIT No. ………….. date …………… NIT No. ………….. date ……………Sr No. …….. Sr No. ……..Sr No. ……..

Last Date of Sale :- Last Date of Sale :- Earnest Money : Rs. ………..Earnest Money : Rs. ………..

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

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

S.No. Particulars N L B H Qty. Unit RATE RS

1 Dismantling of existing structures like

culverts, bridges, retaining



concrete, wood work, steel work, including

T&P and scaffolding




serviceable material with all

lifts and lead of 50 metres as directed by

Engineer:


and PCC blocks 1 100 6 0.2 120.00 cum 427.00 51240

Earth work in excavation in foundation,

trenches etc. including

dressing of sides and ramming of bottoms,

including getting out the

excavated material, refilling after laying

pipe/ foundation and

disposal of surplus excavated material at a

lead upto 50m suitable

site as per direction of Engineer for

following depths, below natural

ground / Road top level.

In all types soils/ saturated soil such as

moorum, sand, sandy silt,

clay, black cotton soil, kankar, etc.

Depth upto 1.5 m 1 550 6 0.2 660 cum 197.00 130020

1 200 1 1.5 360 cum 198.00 71280

Providing and laying in position cement




level

1:1.5:3 (1Cement :1.5 Course Sand :3

Graded stone aggregate 20 mm nominal

size 1 550 6 0.1 330 cum 4066.00 1341780

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

stone aggregate 40 mm nominal size

(Crusher Broken) 1 550 6 0.1 330 cum 2755.00 909150

4

MUNICIPAL CORPORATION, JODHPUR DETAILED ESTIMATE

BASED ON BSR PWD 2013 RUIDP 2017

Name of Work :-Ward-42Construction Of CC Road And Sewer work at Nehru Coloney

3

G-SCHEDULE

Providing Barricading for Trenches using

80 - 100 mm dia Wooden

Ballies as vertical post, atleast 1.5m above

ground level and atleast

30-45 cm below ground level at a spacing

of 3 m. Two rows of PVC

Tape (preferabley red in colour) strip

barricading horizontal strip

securely tied by the vertical members.

Vertical members shall be

painted in red and white colour. Rate is

inclusive removal and

cleaning of site complete in all respect.

1 200 200 MTR 66.50 13300

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 200 mm internal diameter RCC pipe 1 200 200.00 Mtr 133 26600


trenches, aligning & joiting of RCC pipes

NP4 class (with s/s ends) as per IS: 458

2003 (amended up to date) 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 testing of the sewer line

(including cost and converyance of water

to site) etc. complete as per specification

and/ or as directed by Engineer. 200mm dia Internal 1 200 200.00 Mtr 562.00 112400


trenches, aligning & jointing of

PVC-U pipes (SN 8) as per IS 15328

(amended up to date) and as

per specifications with rubber rings with

socket and spigot joint ,

(EPDM/SBR) for all depths for pipe length

as per drawing and

specification including hydraulic field

testing and commissioning etc

complete as directed by Engineer.

Note : E/w to be measured and paid

separately.

110mm dia 25 meter 244.00 6100.00

11 Supplying & fixing 560mm dia SFRC

manhole frame & cover in

existing manholes including grouting the

frame in PCC M-15

complete in all respect as directed by the

Engineer. HD-20 21.00 nos 2400.00 50400.00

1140.00 Cum

5

6

7

8

9 Extra lead of 5 km for excavated material 66.50 75810.00

Providing and constructing of RR stone

masonry circular manholes of "Type-A"

with internal dia 0.90m and depth upto

1.65m having 300mm thick RR stone

masonry wall in cement sand mortar 1:4,

including concreting PCC M-10 grade

(1:4:8) for 225mm thick foundation

including curing compaction and form

work etc complete, PCC M15 for benching

and channel portion, covering by stone

lintels by 150mm thick and 300mm Deep

stone lintels with atleast 225mm support

on wall edge and on top opening 150mm

deep and 300mm width stone lintels in

diagonal direction, leaving opening for

manhole cover, as per direction of

engineer in charge, PCC M20 for fixing the

manhole frame and cover using stone

aggregate 20mm nominal size, 20mm

thick inside and outside plaster in C. M.

1:3, inside plaster finished with floating

coat of neat cement, vata in CM1:1 around

pipe entering and leaving the manhole

and also at the junction of masonry and

concrete slab, providing and fixing of

SFRC foot steps of approved make at

every 0.30m height fixed in CM 1:3,

supplying and fixing heavy duty SFRC

manhole frame and cover as per IS 12592 Manhole "Type-A" of depth 0.90 m

16

each

manh

ole 12500 200000.00

Providing and constructing extra depth of

manhole "Type-A" for depth beyond 0.90

m and upto 1.65 m with RR stone

masonary including 20mm plaster inside

and outside as per drawing and direction

of Engineer. 2 metre 6430.00 12860.00

3000940.00


EXECUTIVE ENGINEER



6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A


1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA 4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA

13

NIT No. ………….. date …………… Sr No. ……..Sr No. ……..

Last Date of Sale :- Earnest Money : Rs. ………..



S.No. ITEMS AMOUNT

Demolishing cement concrete

including disposal of material within

50 meter lead :

1:3:6 or richer mix. 50.00 Cum 645.00 32250.00

1:4:8 or leaner mix. 50.00 Cum 396.00 19800.00

Dismantling of flexible pavements

and disposal of dismantled

materials upto a lead of 100 m, (All

useful materials obtained by

dismentling shall be property of the

contractor) as per Technical

Specification Clause 202

i) Bituminous Courses 0.00 Sqm 31.00 0.00

ii) Granular Courses 0.00 Sqm 15.00 0.00

3 Excavation for roadwork in soil

including cutting, trimming bottom

and side slopes, in accordance with

requirements of lines, grades and

cross-sections, and disposal to the

embankment location with a lift upto

1.5 m and lead upto 100 m as per

Technical Specification Clause

302.3

120.00 cum 31.00 3720.00


cement concrete including curing

compaction etc. of specified grade

excluding the cost of centering and

shuttering =All up to plinth level IS-

456-2000: 1:5:10 (1Cement :5

Course Sand :10 Graded stone

aggregate 40 mm nominal size

(Crusher Broken) 60.00 Cum 2519.00 151140.00

1

2


Name of Work :- Construction of C.C. Road at Different placesSansi Basti in ward no. 42 Name of Work :- Construction of C.C. Road at Different placesSansi Basti in ward no. 42 Name of Work :- Construction of C.C. Road at Different placesSansi Basti in ward no. 42 Name of Work :- Construction of C.C. Road at Different placesSansi Basti in ward no. 42 [Rates are based on Building Works BSR w.e.f. 01 Oct., 2013 Jodhpur District &

Road BSR w.e.f. 29 Oct,, 2013]

QTY. RATE In Rs.

G-SCHEDULE


cement concrete including curing

compaction etc. of specified grade

excluding the cost of centering and

shuttering All up to plinth level

1:1.5:3 (1Cement :1.5 Course Sand

:3 Graded stone aggregate 20 mm

nominal size

60.00 Cum 4066.00 243960.00

6 Extra lead of 5Km for excavated

material. 100.00 Cum 73.70 7370.00

7 Raising manhole cover and frames

slab to reqd. level incl. dismantling

existing slab and making godo the

damage as reqd. (raisign depth of

manhole masonry to be paid

separately).Rectangular manhole

90x60cm5 Each 964 4820.00

8 Supplying & fixing 560mm dia

SFRC manhole frame & cover in

existing manholes including

grouting the frame in PCC M-15

complete in all respect as directed

by the Engineer. HD-20 8 no 2510 20080.00

483140

FOR "H" Schedule

1 Finishing Cement Road with All

Mechanical Equipments Like

Floater, etc. as required on site. 450 sqm

APPROX

35 15750

498890

SAY RS 5.00


EXECUTIVE ENGINEER



_

Junior Engineer Assistant Engineer

Nagar Nigam Nagar Nigam

Jodhpur Jodhpur

6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus 7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A

3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij djok;s tk ldsaxsA 4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA


1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S no Item Qty Unit Rate Amount

Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres

lead as per direction

of Engineer-in-charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent

design mix). 10 Cum 729 7290

1:4:8 or leaner mix 10 Cum 447 4470

Dismantling of flexible pavements and disposal of

dismantled

materials up to a lead of 50 metres, stacking

serviceable and

unserviceable materials separately as directed by

Engineer.

Bituminous courses 15 Cum 1020 15300

Granular courses 15 Cum 682 10230

Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :

1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size). 10 Cum 4650 46500

1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone

aggregate 40 mm nominal size). 10 Cum 3160 31600

Name of Work- Sewer line and Manhole repairing work in ward no- 45


G-SCHEDULESr. No. ……………………………..


Cr. No. ………………. Date …………..

1

2

3

4 Random rubble masonry with hard stone in foundation

and plinth : Cement mortar 1:6 (1 cement : 6 coarse

sand) 70 Cum 2780 194600

5 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

: 1:6 (1 cement : 6 fine/ coarse sand)

145 Sqm 171 24795

7 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 5 Cum 4475 22375

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 RCC pipes of

following sizes as per drawing and or as directed by

Engineer.

200mm internal diameter rcc pipe 140.00 Mtr 127 17780

Providing at site, lowering & laying in trenches, aligning

& joiting of RCC pipes NP4 class (with s/s ends) as per

IS: 458 2003 (amended up to date) 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 testing of the sewer line

(including cost and converyance of water to site) etc.

complete as per specification and/ or as directed by

Engineer.

200mm internal diameter rcc pipe 150.00 Mtr 518.00 77700

8

9

Providing at site, lowering & laying in trenches, aligning

& jointing of PVC-U pipes (SN 8) as per IS 15328

(amended up to date) and as per specifications with

rubber rings with socket and spigot joint , (EPDM/SBR)

for all depths for pipe length as per drawing and

specification including hydraulic field testing and

commissioning etc complete as directed by Engineer.

Note : E/w to be measured and paid separately.

110mm dia 25 Mtr 262.00 6550.00

11 Supplying & fixing 560mm dia SFRC manhole frame &

cover in existing manholes including grouting the frame

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

Engineer. HD-20 200.00 nos 2510.00 502000.00

12 Earth work for Sewer line and Manhole in excavation in

foundation, trenches manholes, road side chambers

etc. including dressing of sides and ramming of

bottoms, including getting out the excavated material,

refilling after laying pipe/ foundation and disposal of

surplus excavated material at a lead upto 50m suitable

site as per direction of Engineer for following depths,

below natural ground / Road top level.In all types soils/

saturated soil such as moorum, sand, sandy silt, clay,

black cotton soil, kankar, etc.Depth upto 1.5 m

150.00 Cum 203 30450.00

Carriage ofMaterials by mechanical transport including

loading, unloading and stacking ::

Earth with lead of 5 km 90.00 Cum 88.98 8009

999649


13

10

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 i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA






th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-




superstructure above plinth level one storey

height above 30 Cm. thick walls in : Cement

Mortar 1:6 (1-Cement:6-Sand).

10.03 Cum

10.00 Cum 3464.00 34640

6 Extra for facing as per design and detailed

specifications including additional cost of stones

over for : Course rubble facing Second Sort.

79.20 Sqm 197.00 15602.4

7 Pointing on stone masonary in cement sand

mortar 1:3 (1-Cement:3-Sand) :Flush or ruled

pointing.

79.20 Sqm 104.00 8236.8

8 Supply and fixing Jodhpur sand stone Machine

cut Dash, Coping,sill,lintel fixed in cement sand

mortar 1:4, 9 cm (3.5") thick

8.91 Sqm 1734.00 15449.94

Name Of Work-In Ward 43 Cons.of Boundary wall And Ralling at Prathvipura

G-SCHEDULE



Supplying and fixing ashlar solid block pillars

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

White Ashlar2.16 Cum 27712 59857.92

Painting with enamel paint of approved brand

and manufacture to give an even shade:Two or

more coats on new work.400.00 sqm 54 21600.00

Supplying and fixing ashlar coping moulded and

counter slopped 7 to 10 cm. thick (2 line

dressed) -do-(a) Soorsagar or eqvt. White Ashlar0.32 6812 2207.09

9 Providing and fixing steel gate grating and grills

made of angles, tees, square bars or other flats

black pipe with holdfast and fittings complete as

per design and drawing including cutting welding

and fabrication with priming coat of red oxide.

3840.00 Kg. 89.00 341760

499354.148


EXECUTIVE ENGINEER




1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa

8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A

4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj 5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S.No. Item Qty. Unit Rate Amount

1 Excavation for roadwork in soil including

cutting, trimming bottom and side slopes, in

accordance with requirements of lines,

grades and cross-sections, and disposal to

the embankment location with a lift upto 1.5

m and lead upto 100 m as per Technical

Specification Clause 302.3

1 40 6 0.20 48 Cum. 31 1488

2 Transportation or excavated earth with all

leads and lifts.1 40 6 0.20 48 Cum. 81 3888

3

WBM Grading 2 Providing, laying, spreading

and compacting stone aggregates of specific

sizes brought from all km lead to water bound

macadam specification including spreading in

uniform thickness, hand packing, rolling with

three wheel 80-100 kN static roller in stages

to proper grade and camber, applying and

brooming, crushable screening to fill-up the

interstices of coarse aggregate, watering and

compacting to the required density Grading 3

(Crusher Broken) as per Technical

Specification Clause 405.

1 20 6 0.15 18 Cum. 1006 18108

Sr. No. ……………………………..

G-SCHEDULE

NAGAR NIGAM JODHPUR

Name of work:- Recarpeting of BT Road Sri Yadeen Mandir Red Rose School Gali in Ganeshpura ward

no. 43

DETAILSBased on PWD BSR 2013

Measurement

4

WBM Grading 3 Providing Laying spreading

and compacting stone Agg. of specific sizes

brought from a lead upto 1 Km to water

bound macadam specification including

spreading in uniform thickness hand packing

rolling with three wheel 80-100 KN static

roller in stages to proper grade and camber ,

applying and brooming ,crushable screening

to fill up the interstices of coarse Agg.

watering and compacting to the required of

coarse Agg. watering and compacting to the

required density Grading 3 (Crusher Broken)

as per Technical Specification Clause 405. by

Manual Means

1 20 6 0.15 18 Cum. 1068 19224

5

Providing and applying primer coat with

bitumen emulsion (SS-1) on prepared

surface of granular base including cleaning of

road surface and spraying primer at the rate

of 0.70-1.0 kg/sqm using mechanical means

as per Technical Specification Clause 502

1 40 6 1.000 240 Sqm. 46 11040

6

Providing and applying tack coat with

Bitumen grade VG-10 using mechanical

bitumen pressure distributor at the rate of

0.30 to 0.40 kg per sqm on the prepared

bituminous surface cleaned with Hydraulic

broom as per Technical Specification Clause

503.

1 220 6 1.000 1320 Sqm. 22 29040

7

Providing and laying bituminous macadam

with hot mix plant using crushed aggregates

of grading as per Table 500.4 premixed with

bituminous binder VG-10 @ 3.30%,

transported to site upto a lead of 1000 m laid

over a previously prepared surface with paver

finisher to the required grade, level and

alignment and rolled to achieve the desired

compaction as per Technical Specification

Clause 504.

1 220 6 0.03 40 Cum. 4993 197722.8

8

20mm thick Open-Graded Premix Carpet

using Bituminous (penetration grade/modified

bitumen) Binder Providing, laying and rolling

of open-graded premix carpet of 20 mm

thickness composed of 13.2 mm to 5.6 mm

aggregates either using penetration grade

bitumen or emulsion to required line, grade

and level to serve as wearing course on a

previously prepared base, including mixing in

a suitable plant, laying and rolling with a three

wheel 80-100 kN static roller capacity,

finished to required level and grades to be

followed by seal coat of either Type A or Type

B or Type C as per Technical Specification

Clause 508. Case - II By Mechanical

Means(Crust stone chips @ 0.027 Cum per

10 Sqm & Bitumen @ 14.6 Kg per 10Sqm

Mix shall be laid by paver finisher Bitumen

(VG-10)

1 220 6 1.000 1320 Sqm. 124 163680

9

Seal Coat - Type `B' Providing and laying

premixed seal coat type `B' comprising of thin

application of crushed sand of grit as passing

2.6mm sieve and retained on 180 micron

sieve applied @ 0.60 cum per 10sqm

premixed with bitumen binder@ 6.8Kg/

10Sqm in hot mix plant laying manually and

rolling with power road roller 8-10 tonne as

per Technical Specification Clause 510. By

Mechanical Means Bitumen (S-90) Bitumen

(VG-10)

1 220 6 1.000 1320 Sqm. 46 60720

504910.8







TOTAL G SCHEDULE

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NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-





over for : Course rubble facing First Sort. 50.00 Sqm 322.00 16100.00

7 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 2.50 cum 4329.00 10822.50

72480.00



over for : Course rubble facing Second Sort. 120.00 Sqm 227.00 27240.00

8 Reinforced cement concrete work in beams,

suspended floors, roofs, girders having slopes up to

15o , landings, balconies, shelves, chajjas, lintels, 15.00 Cum 4832.00

129900.00

3 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 30.00 cum 2882.00 86460.00

4 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). 37.50 Cum 3464.00

25190.00

1 Earth work in excavation by mechanical means

(Hydraulic excavator )/ manual means over areas

(exceeding 30cm in depth. 1.5m in width as well as

10 sum on plan) including disposal of excavated 40.00 cum 169.00 6760.00

2 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 10.00 Cum 2519.00

BASED ON PWD BSR 2013

OFFICE OF THE NAGAR NIGAM, JODHPURG-SCHEDULE

Earnest Money : Rs. ………..

CR No. …………… Dated. …….

Name of Work :- WARD NO.56 CONSTRUCTION OF ROOM AT PAOTA SCHOOL

9 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. 7.50 Sqm 123.00 922.50

11 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) 1600.00 Kg 60.00 96000.00

12 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). 5.00 Sqm 421.00 2105.00

Plaster on new surface on walls in cement sand

mortar 1:4 including raking of joints etc. complete

fine finish : 25 mm thick.

SAME AS OF SECOND SORT 120.00 Sqm 204.00 24480.00

50.00 Sqm 244.80 12240.00

15 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 45.00 Sqm 918 41310.00

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.

COPING

Flooring 14050.00Sqm 281

14

Add extra for plaster done over ceiling. 20% from

above rate.

16

50.00

2237.50

10 Centering and shuttering with plywood or steel

sheets including strutting, propping, bracing both

ways with wooden members and removal of 50.00 Sqm 266.00 13300.00

13 Supplying and fixing Soorsagar Bhura or

Equivalent ashlar sills, lintels and dassa, bearing,

bed & top surface made perfenctly even, jambs, 0.50 cum 4475.00

16 a 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 40.00 Sqm 371 14840.00

17 Providing & fixing MS sheet double leaf door

shutters in angle iron frame 35x35x5 mm suitablly

diagonally braced with 25x3mm flat ironabove and

below lock rail of size 50x5 mm beading extra

includingall fittings, as per direction of engg.

incharge but excluding coes of chokhats including

two coats of anti corrastie red oxide primer panit.

MS sheet 20 SWG 10.00 Sqm 2195 21950.00

18 Supplying and fixing fixed wire gauge of 14 mesh x

24 gauge to the metal frame of rolled section by

metal beading 20x3mm with suitable screw at not

exceeding 150mm distance. 5.00 Sqm 547 2735.00

19 Providing and fixing Square bars or other flat

welded to window, ventilators etc. 100.00 Kg 71 7100.00

20 Providing and fixing T-iron frames for doors,

windows and ventilators of mild steel Tee-sections,

joints mitred and welded with 15x3 mm lugs 10

Cm. long embedded in cement concrete blocks

15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-

graded stone aggregate 20 mm nominal size) or

with wooden plugs and screws or rawl plugs and

screws or with fixing clips or with bolts and nuts as

required including fixing of necessary butt hinges

and screws and applying a priming coat of approved

steel primer. 150.00 Kg 82 12300.00

21 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. 250.00 Sqm 66.7 16675.00

22 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 1620.00

23 Pointing on stone masonary in cement sand mortar

1:3 (1-Cement:3-Sand) : Deep grooved pointing 90.00 Sqm 105 9450.00

24 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 6390.00

25 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 2635.50

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 271.00 813.00

d) Bend 87.5 110mm dia 3.00 Nos 162.00 486.00

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. 1 10 Nos. 188.50 1885.00

Medium point (up to 6 mtr.) Gr. 1 5 Nos. 334.00 1670.00

Long point (up to 10 mtr..) Gr.1 4 Nos. 489.50 1958.00

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 Gr. 1 4 Nos. 69.00 276.00

26

27

28

29 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 29.00 1160.00

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 40.00 1800.00

2 x 4.0 sq. mm. + 1 x 2.5 sq. mm. Gr. 1 10.00 Mtr 62.00 620.00

31 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 16.50 74.25

32 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. 140.00 280.00

33 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. 967.00 967.00

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. 151.00 604.00

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.

34

35

30

Double pole isolator 30 A / 40 A rating 1 Nos. 298.00 298.00

36 P & F IS:371 marked 6 amp surface type ceiling

rose including making connection testing etc. as

required. 4 Nos. 16.00 64.00

37 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. 51.00 306.00

38 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. 1203.00 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. 16.00 64.00

b) 200 mm x 250 mm 3 Nos. 28.00 84.00

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. 436.00 2180.00

41 P & F Fluorscent tube rod in existing fixtures as

required Flourscent powder coated 36/40 Watts Gr.

1 5 Nos. 56.00 280.00

700380.25

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39

40

Total

SAY RS 7.00 LAC


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EXECUTIVE ENGINEER




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NIT No. ………….. date ……………


Date of Receipt :-

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

S.No. Item Qty. UnitRate in

Rs.Amount

1

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.Cement Concrete Grade M-15 and above and PCC

blocks

1.0 Cum 427.00 427.00

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

as above)1.0 Cum 264.00 264.00

2

Earth work in excavation in foundation, trenches etc. including dressing of

sides and ramming of bottoms, including getting out the excavated

material, refilling after laying pipe/ foundation and disposal of surplus

excavated material at a lead upto 50m suitable site as per direction of

Engineer for following depths, below natural ground / Road top level. In

all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black

cotton soil, kankar, etc.Depth upto 1.5 m

1.0 Cum 164.00 164.00

3

Earth work in excavation in foundation, trenches etc. including dressing of

sides and ramming of bottoms, including getting out the excavated

material, refilling after laying pipe/ foundation and disposal of surplus

excavated material at a lead upto 50m suitable site as per direction of

Engineer for following depths, below natural ground / Road top level. In

all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black

cotton soil, kankar, etc.Depth upto 1.5 m In hard rock (required blasting)

including Blasting materials. Depth upto 1.5 m

1.0 Cum 496.00 496.00

4

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

1.0 Cum 2300.00 2300.00

OFFICE OF THE NAGAR NIGAM, JODHPURG-Schedule

BASED ON RUIDP BSR 2017

Name of work:- Rate Contract For Repair / mantinance C.C. Road, sewer line & Interlocking at

Various places in sardarpura zone

5

Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, admixtures (if required) as approved, curingcompound,

finishing to lines and grades complete as per drawingand as per clause

602, 112 of MoRT&H specification including allmaterial, labour,

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

1.0 Cum 4700.00 4700.00

6Random rubble masonry with hard stone in foundation and plinth

:Cement mortar 1:6 (1 cement : 6 coarse sand)1.0 Cum 3190.00 3190.00

7

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

labpour, including cost of water, curing, racking of joints etc. with 15 mm

cement plaster on the rough side of single or half brick wall of mix 1:6 (1


1.0 Sqm 161.00 161.00

8

Providing, lowering, laying in trenches, aligning, fixing in position and

jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6

Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-

2000) of following outer dia with all accessories (excluding specials)

complete including all material, labour, hydraulic testing and

commissioning as per Technical Specifications and as per direction of

Engineer 110 mm dia

1.0 Mtr 273.00 273.00

9 160 mm dia 1.0 Mtr 564.00 564.00

10

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.

200 mm internal diameter

1.0 Mtr 562.00 562.00

11 300 mm internal diameter 1.0 Mtr 1060.00 1060.00



14

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 200 mm

diameter

1.0 Mtr 133.00 133.00

15 300 mm diameter 1.0 Mtr 170.00 170.00

16 450 mm diameter 1.0 Mtr 289.00 289.00

17 600 mm diameter 1.0 Mtr 404.00 404.00

18

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-201.0 Nos 2400.00 2400.00

19

Providing and fixing of precast concrete interlocking tiles of desired shape

of M 30 grade manufactured from fully computerized automatic

stationery hydraulic viebro pressed machine and fully computerized

automatic batching plant of class A1/A2 as per BS 6717:2001. The CC

interlocking paving blocks be laid on average 50mm. thick bed of coarse

sand and the joint is to be filled with fine sand. Laying procedure on

compacted sub-base as defined. Complete job is to be executed as per the

instruction of Engineer incharge. The rates to be inclusive of all lead &

Lifts etc. complete as per specifications. Tensile splitting strength,

abrasion and braking load etc. as per BS 6717:2001, Grey cement.100mm

thick

1.0 Sqm 641.00 641.00

20Carriage of Materials by mechanical transport including

loading, unloading and Sand, bazri, ballast, kankar 5 km1.0 Cum 132.00 132.00

24170.00

1-

2-

3-

4-

5-

6-

7-

8-

9-

10



Total

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NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S

.No

Item


1 4.24Sludge clearance of drains, channels and

canals with lift 1.5 Mtr and

lead up to 50 Mtr.

1209.60 Cum 254.00 307238.4

2 1.1.3

Carriage of Materials by mechanical transport

including loading, unloading and

stacking :: Stone, boulders,gravelly material

10 Km 1209.60 Cum 216.50 261878.4

3 2.2

Clearing Grass and Removal of Rubbish

(Maximum 150mm) by

manual means and disposal at a lead of 50

metres as per MoRT&H

specification clause 201.

0.336Hecta

re22100 7425.6

Sr. No.………..


OFFICE OF THE MUNICIPAL CORPORATION, JODHPURG-SCHEDULE


Name of Work - Cleaning and Laying of Sewer Line at Ward no.54 from

opposite of Banjara Colony to Bhadwasiya Krashi Mandi Crossing

4 9.3


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


160.00 Cum 2300.00 368000

5

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


or as directed by Engineer.1000 mm internal

diameter

780.00 mtr 777.00 606060

6


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



800.00 mtr 6680.00 5344000

7

Random rubble masonry with hard stone

in foundation and plinth Cement mortar

1:6 (1 cement : 6 coarse sand) 83.79 Cum 3190.00 267290.1

8



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)

220.50 Sqm 210.00 46305

9






Engineer.HD-20

50.00 each 2400.00 120000

10

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. thick6.75 Cum 4475.00 30206.25

11 2.4



and other structure comprising of

masonry, cement concrete, wood work,

steel work, including T&P and scaffolding




serviceable material with all lifts and lead


11

a2.4.1

Cement Concrete Grade M-15 and above and

PCC blocks189.00 Cum 427.00 80703

12

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)

168.00 Cum

7.20 Cum

175.20 Cum 4280.00 749856

TOTAL TOTAL 8188962.75







th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij (Above) (Below)




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

S .No.Item


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


2.4.

1

Cement Concrete Grade M-15 and above and PCC blocks 63.14 Cum 427.00 26961

2.4.

2

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

below 63.14 Cum 264.00 16669

JODHPUR MUNICIPAL CORPORATION

"G" SCHEDULE


Name of Work - Construction Of CC Road at Ward no.54 from Employement Office

towards Shiv Nagar Colony

1

2 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

90.20 Cum 2300.00 207460

39.5.

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

90.20 Cum 4570.00 412214

417.

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

10.00 each 2400.00 24000

51.1.

3

Carriage of Materials by mechanical,transport, including

loading, unloading and stacking Sand, bazri, ballast,

kankar for lead 5 Km126.28 Cum 132.00 16668.96

6

P & F G.I. Pipes (Internal work) with G.I. fittings

(IS:1239 Mark) & M.S. clamps including cutting and

making good the walls and floors :(a) Exposed on

wall 15 mm dia nominal bore.A Class25 mm dia

nominal bore.

6.00 mtr 263.00 1578

7Random rubble masonry with hard stone in foundation and

plinth Cement mortar 1:6 (1 cement : 6 coarse sand) 5.00 Cum 3190.00 15950

8

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


15.00 Sqm 210.00 3150

9

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

8.00 mtr 251.00 2008

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

15.00 each 539.00 8085

734744

1-

2-

3-


l'kZr fufonk Lohdkj ugha gksxhA

Total


dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ Lo;a ds Lrj ij yxkuk gksxkA

4-

5-

6-

7-

8-

9-

10

EXECUTIVE ENGINEER



xq.koRrk izek.k i= l{ke vkWFkkssfjVh ls izkIr dj laosnd dks izLrqr djuk gksxkAfu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxkk A





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




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

S

.No.

Ite

m

No.

Particulars Qty. Unit Rate Amount

2



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


and PCC blocks 86.92 Cum 427.00 37115

2.4

.2

Lime Concrete, cement concrete grade M-

10 (1:5:10) and below(Quantity as above) 86.92 Cum 264.00 22947

2

9


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

86.92 Cum 2300.00 199916

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR


Name of Work - Construction of Road with Interlocking Tiles at Ward 54

Vedo ka Baas

1

"G" SCHEDULE

3

9

Providing and fixing of precast concrete

interlocking tiles of desired

shape of M 30 grade manufactured from

fully computerized

automatic stationery hydraulic viebro

pressed machine and fully

computerized automatic batching plant of

class A1/A2 as per BS

6717:2001. The CC interlocking paving

blocks be laid on average

50mm. thick bed of coarse sand and the

joint is to be filled with fine

sand. Laying procedure on compacted sub-

base as defined.

Complete job is to be executed as per the

instruction of Engineer

incharge. The rates to be inclusive of all

lead & Lifts etc. complete as

per specifications. Tensile splitting strength,

abrasion and braking

load etc. as per BS 6717:2001, Grey

cement.100mm thick869.21 Sqm 641 557163.6

41.1

.3


mechanical,transport, including loading,

unloading and stacking Sand, bazri, ballast,

kankar for lead 5 Km

173.84 Cum 132.00 22946.88

525.

1.1

Random rubble masonry with hard stone in

foundation and plinth Cement mortar 1:6 (1


23.45 Cum 3190.00 74805.5

6

32.

3.2


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)

61.72 Sqm 210.00 12961.2

7 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

1.94 Cum 4475.00 8681.5

8 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


earth within a lead of 50 mtr. Inside size

300x300mm depth upto 0.5m & 5Kg

C.I. cover with frame

40.00 each 539.00 21560

9 P & F G.I. Pipes (Internal work) with

G.I. fittings (IS:1239 Mark) & M.S.

clamps including cutting and making

good the walls and floors :(a) Exposed

on wall 15 mm dia nominal bore.A

Class

14.00 mtr 179.00 2506

10 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

22.00 mtr 251.00 5522

11

17.

72.

1






Engineer.HD-20

14.00 each 2400.00 33600

TOTAL 999724

1-

2-

3-

4-

5-

6-

7-

8-

9-

10


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



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





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

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

EXECUTIVE ENGINEER


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