Scanned by CamScannerjodhpurmc.org/PDF/NitTender/MERZINGGGGGGGG_1390.pdf · 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical

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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 Earth work in excavation by mechanical

means (Hydraulic Excavator)/ manual

means in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on

plan) including dressing of sides and

ramming of bottoms, lift upto 1.5 m,

including taking out the excavated soil and

depositing and refilling of jhiri with watering

& ramming and disposal of surplus

excavated soil as directed with in a lead of

50 meter. All kinds of soils 100.00 cum 169.00 16900.00

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). 25.00 cum 729.00 18225.00

1:4:8 or leaner mix 25.00 cum 447.00 11175.00

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 25.00 cum 1020.00 25500.00

Granular courses 50.00 cum 682.00 34100.00

4 Dismantling stone slab roofing over

wooden karries or R.C.C.

battens (dismantling karries and battens to

be paid for separately)

including stacking of serviceable material

and disposal of

unserviceable material within 50 metres

lead. 25.00 Cum 796.00 19900.00

Providing and fixing of reinforced Ferro-

Cement drain covers designed for 'A' class

loading duly marked on cover with

adequate steel reinforcement having

thickness 75mm to 150mm anti corrosive

bitumen painted M.S. plate , Rim and M.S.

lifting hooks, Admixtures like plasticizer,

bond improving compound, shrinkage,

resistance compound, abrasion resistant

complete as per approved design etc

Standard Size 2100x500mm for span 1201

to 1500mm 100.00 sqm 2080.00 208000.00

G-SCHEDULE

2

3

5

MUNICIPAL CORPORATION, JODHPUR

Name of work- Repairing and Maintenance of Nallaha at various places in sardarpura

zone I

Standard Size 1500x600mm for span 701

to 1200mm 60.00 sqm 1360.00 81600.00

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 25.00 each 2510.00 62750.00

7 Silt clearance of drains, channels and

canals with lift 1.5 Mtr. and lead up to

50Mtr. 450.00 Cum. 185.00 83250.00

Add extra rate for quantities of works

executed (respective applicable rates):

(b) In or under foul conditions. 450.00 Cum. 15.75 7087.50

9 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) 10.00 Cum. 3160.00 31600.00

10 Random Rubble stone masonary for

foundation and plinth in Cement Sand

Mortar above 30 Cm. thick wall IS 1597

(Part-I) 1992 in : Cement Mortar 1:4 (1-

Cement:4-Sand). 250.00 cum 3060.00 765000

11 Plastering with cement mortar (1:3) on

Brick/stone work in substructure/ super

structure at any height complete as per

clause 1312 of MoRT&H specification

including all material, labour, scaffolding

etc. 20 mm plaster on stone work 550.00 Sqm. 171.00 94050.00

12 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. 10.00 cum 4475.00 44750.0013 Cement concrete flooring 1:2:4 (1 cement :

2 coarse sand : 4 graded

stone aggregate) finished with a floating

coat of neat cement

including cement slurry, but excluding the

cost of nosing of steps

etc. complete. 40mm thick with 20mm

nominal size stone aggregate. 200.00 sqm 274.00 54800.00

6

8

Providing at site, lowering & laying in

trenches, aligning & jointing of

RCC pipes NP3 class (with s/s ends) IS:

458 - 1988 (amended up to

date) marked and pipes from 300 mm upto

2000 mm manufactured

through vertical casting process all levels

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 directed by Engineer.

Note : E/w to be measured and paid

separately 1200 mm internal diameter 20.00 mt 8750.00 175000

1000 mm internal diameter 15.00 mt 5970.00 89550

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).

50.00 CUM 4650.00 232500.00

1:5:10 (1 Cement : 5 fine/ coarse sand : 10

graded stone aggregate 40

mm nominal size). 50.0 CUM 2900.00 145000.00

16 Centring and shuttering upto two stories or

height upto 7.5 metre

above plinth level including strutting,

propping etc. and removal of

form for : Foundations, footings, bases of

columns, etc. for mass concrete. 150.0 sqm 167.00 25050.00

17 Providing and laying in position specified

grade of reinforced cement

concrete excluding the cost of centring,

shuttering, finishing and

reinforcement - All work upto plinth level :

1:1½:3 (1 cement : 1½ coarse sand : 3

graded stone aggregate 20

mm nominal size) 20.0 cum 4860.00 97200.00

18 Reinforcement for R.C.C. work at all levels

including straightening,

cutting, bending, placing in position and

binding all complete. Hot rolled deformed

bars 2000.0 kg 64.50 129000.00

15

14

19 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 50.0 mtr 282.00 14100.00

20 Transportation or excavated earth with all

leads and lifts. 500.00 Cum. 66.50 33250.00

2499337.50

EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

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

(Signature of Contractor)

8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A

Terms and Condition :-

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 gksxkA

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 gksaxsaA

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

7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A

OFFICE OF THE NAGAR NIGAM, JODHPUR


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.

2.4.1Cement Concrete Grade M-15

and above and PCC blocks160.00 Cum 427.00 68320

2.4.2Lime Concrete, cement

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

and below(Quantity as above)

160.00 Cum 264.00 42240

G-SCHEDULENIT No. ………….. date ……………


CR No. …………… Dated. …….

Sr.no.

Date of Receipt :-

Name of Work - Construction of Cement Concrete Road In

Sardarpura First Zone on yearly basis

1

2 4.2

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.

300.00 Cum 145.00 43500

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

310.00 Cum 2300.00 713000

4 9.6.1

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


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,


and maintenance of

diversion.PCC M-20

310.00 Cum 4570.00 1416700

5 1.1.3

Carriage of Materials by

mechanical,transport, including

loading, unloading and stacking

Sand, bazri, ballast, kankar for

lead 5 Km

600.00 Cum 132.00

79200

617.72.

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

25.00 nos. 2400.00

60000

7 25.1.1

Random rubble masonry with

hard stone in foundation and

plinth : Cement mortar 1:6 (1

cement : 6 coarse sand)

13.68 Cum 3190.00 43639

8 32.3.3

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)

13.50 sqm 192.00 2592

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

30.00 251.00 7530

TOTAL G-SCHEDULE 2476721

1

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: Above 20 cm. and upto 20

cm. thick

4.05 Cum

H- Scheduled

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 gksxkA

TOTAL



EXECUTIVE ENGINEER




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 gksaxsaA



S

.No.

Ite

m

No.

Particulars Qty. Unit Rate Amount

2.4






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.

1

Cement Concrete Grade M-15


2.4.

2

Lime Concrete, cement concrete

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

below(Quantity as above)

150.00 Cum 264.00 39600

2 4.2



bottom and



cross



lead



301.

200.00 Cum 145.00 29000

Date of Receipt :-

G-SCHEDULE

NIT No. ………….. date ……………

Last Date of Sale :-

Name of Work - Construction of Road with Interlocking Tiles In

1

3 9.3



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

250.00 Cum 2300.00 575000

49.1

0.2

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. 80mm thick

2000.00 sqm 578.00 1156000

51.1.

3





lead 5 Km

500.00 Cum 132.00

66000

TOTAL G-SCHEDULE 1929650

1 6.7

Providing and Laying of

Interlocking Concrete Block

Pavements having thickness 80

mm as per drawings and

Technical Specification Clause

1504. Category 'B' : Denated

only two sides like I, Z, T shape

etc. as per IRC SP 63:2004

500 sqm

TOTAL

H-SCHEDULE

2 6.9

Supply and fixing Jodhpur sand

stone Machine cut Curb stone

fixed in white cement sand

mortar 1:4 with pigment

including E/W 10cm wide 40

cm. hight.

140 sqm


EXECUTIVE ENGINEER




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

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

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

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

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


Date of Receipt :-


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

2

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 including

allowances for any additional excavation

beyond the drawings (measurement for

payment to be as per standard drawings),

re-handling of material/earth to complete

the task. 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 197.00 197

3


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







payment to be as per standard drawings),

re-handling of material/earth to complete

the task.In ordinary rock. Depth upto 1.5 m

1.0 Cum 388.00 388


BASED ON RUIDP BSR 2017

G-SCHEDULE

Earnest Money : Rs. ………..

CR No. …………… Dated. …….

Name of Work - VARSHIK ANUBANDH KE TAHAT SARDARPURA CHETRA KE WARD NO.

42 ME VIBHIN STANO PAR SEWER LINE,MAINHOLE AND SADAK MARMMAT WORK.

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


1.0 Cum 2300.00 2300.00

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,


joints, joint filler, separation membrane,

sealant primer, joint sealant, debonding

strip, admixtures (if required) as approved,

curing compound, finishing to lines and

grades complete as per drawing and as per

clause 602, 112 of MoRT&H specification

including all material, labour, machinery,

lighting, guarding and maintenance of

diversion. PCC M-20

1.0 Cum 4700.00 4700.00

6

Random 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 cement : 6 fine/ coarse sand)

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 dia1.0 metre 273.00 273.00

9


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. 150 mm internal

diameter1.0 metre 438.00 438.00

10 200 mm internal diameter 1.0 metre 562.00 562.00

11

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 150 mm


12 200 mm diameter 1.0 metre 133.00 133.00

13

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 1.0 each 2400.00 2400.00

14

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. 80mm thick

1.0 Sqm 578.00 578.00

15

Carriage of Materials by mechanical

transport including

loading, unloading and Sand, bazri, ballast,

kankar 5 km 1.0 Cum. 132.00 132.00

15994.00

1

Supplying and fixing Soorsagar Bhura or




dressed: Above 15 cm. and upto 20 cm.

thick 1.00 Cum

EXECUTIVE ENGINEEREXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.NAGAR NIGAM, JODHPUR.





7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A



Total



H- Scheduled

NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-



1


culverts, bridges, retaining walls, CC road and

other structure comprising of masonry,





stacking the serviceable material with all lifts

and lead of 50 metres as directed by



1.0 cum 427.00 427.00

2


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





payment to be as per standard drawings), re-

handling of material/earth to complete the

task. 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 197.00 197

3















task.In ordinary rock. Depth upto 1.5 m

1.0 Cum 388.00 388



G-SCHEDULE


CR No. …………… Dated. …….

Name of Work - VARSHIK ANUBANDH KE TAHAT

SARDARPURA CHETRA KE WARD NO. 43 ME VIBHIN STANO

PAR SEWER LINE, MAINHOLE AND SADAK MARMMAT

WORK.

4


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



diversion

1.0 Cum 2300.00 2300.00

5







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


sealant primer, joint sealant, debonding strip,

admixtures (if required) as approved, curing

compound, finishing to lines and grades

complete as per drawing and as per clause

602, 112 of MoRT&H specification including

all material, labour, machinery, lighting,

guarding and maintenance of diversion. PCC

M-20

1.0 Cum 4700.00 4700.00

6


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 cement :

6 fine/ coarse sand)

1.0 Sqm 161.00 161.00

8



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


including all material, labour, hydraulic

testing and commissioning as per Technical


Engineer 110 mm dia

1.0 metre 273.00 273.00

9


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. 150 mm

internal diameter

1.0 metre 438.00 438.00


11



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 150 mm diameter

1.0 metre 115.00 115.00


13

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

1.0 each 2400.00 2400.00

14



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




1.0 Sqm 578.00 578.00

15

Carriage of Materials by mechanical transport

including


kankar 5 km 1.0 Cum. 132.00 132.00

15994.00 Total

H- Scheduled

1




even, jambs, skirting steps etc. rough dressed:

Above 15 cm. and upto 20 cm. thick

1.00 Cum











NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-



1












1.0 cum 427.00 427.00

2


















1.0 Cum 197.00 197

3
















1.0 Cum 388.00 388



G-SCHEDULE


CR No. …………… Dated. …….

Name of Work - VARSHIK ANUBANDH KE TAHAT SARDARPURA CHETRA KE WARD

NO. 49 ME VIBHIN STANO PAR SEWER LINE, MAINHOLE AND SADAK MARMMAT WORK.

4


















diversion

1.0 Cum 2300.00 2300.00

5











longitudinal









M-20

1.0 Cum 4700.00 4700.00

6




7







1.0 Sqm 161.00 161.00

8











Engineer 110 mm dia

1.0 metre 273.00 273.00

9














internal diameter

1.0 metre 438.00 438.00


11













1.0 metre 115.00 115.00


13






1.0 each 2400.00 2400.00

14


















1.0 Sqm 578.00 578.00

15


including


kankar 5 km 1.0 Cum. 132.00 132.00

15994.00

1





dressed: Above 15 cm. and upto 20 cm. thick

1.00 Cum

Total G-Schedule


H- Scheduled










NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-



1












1.0 cum 427.00 427.00

2


















1.0 Cum 197.00 197

3
















1.0 Cum 388.00 388



G-SCHEDULE


CR No. …………… Dated. …….

Name of Work - VARSHIK ANUBANDH KE TAHAT SARDARPURA

CHETRA KE WARD NO. 53 ME VIBHIN STANO PAR SEWER LINE,

MAINHOLE AND SADAK MARMMAT WORK.

4


















diversion

1.0 Cum 2300.00 2300.00

5











longitudinal









M-20

1.0 Cum 4700.00 4700.00

6




7


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

cement : 6 fine/ coarse sand)

1.0 Sqm 161.00 161.00

8











Engineer 110 mm dia

1.0 metre 273.00 273.00

9














internal diameter

1.0 metre 438.00 438.00


11













1.0 metre 115.00 115.00


13






1.0 each 2400.00 2400.00

14




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







1.0 Sqm 578.00 578.00

15


including


kankar 5 km 1.0 Cum. 132.00 132.00

15994.00

1






1.00 Cum

Total

H- Scheduled











NIT No. ………….. date …………… Sr No. ……..


Date of Receipt :-



1












1.0 cum 427.00 427.00

2


















1.0 Cum 197.00 197



G-SCHEDULE


CR No. …………… Dated. …….

Name of Work -VARSHIK ANUBANDH KE TAHAT SARDARPURA



3
















1.0 Cum 388.00 388

4


















diversion

1.0 Cum 2300.00 2300.00

5











longitudinal









M-20

1.0 Cum 4700.00 4700.00

6




7


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











Engineer 110 mm dia1.0 metre 273.00 273.00

9










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.

150 mm internal diameter

1.0 metre 438.00 438.00


11













1.0 metre 115.00 115.00


13






1.0 each 2400.00 2400.00

14




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







1.0 Sqm 578.00 578.00

15


including


kankar 5 km 1.0 Cum. 132.00 132.00

15994.00

1






1.00 Cum

Total

H- Scheduled

NIT No. ………….. date ……………


Date of Receipt :-



1












1.0 cum 427.00 427.00

2







surplus excavated material at a lead upto 50m











1.0 Cum 197.00 197

Sr No. ……..

Name of Work -VARSHIK ANUBANDH KE TAHAT SARDARPURA





G-SCHEDULE


CR No. …………… Dated. …….

3







surplus excavated material at a lead upto 50m









1.0 Cum 388.00 388

4





exceeding 25 mm, aggregate cement ratio not

to exceed 15:1, aggregate gradation after












diversion

1.0 Cum 2300.00 2300.00

5











longitudinal









M-20

1.0 Cum 4700.00 4700.00

6




7







1.0 Sqm 161.00 161.00

8








including all material, labour, hydraulic testing

and commissioning as per Technical

Specifications and as per direction of Engineer

110 mm dia1.0 metre 273.00 273.00

9







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. 150 mm internal



11









10/15cm including ramming, consolidation etc

complete for all type of pipes of following



1.0 metre 115.00 115.00


13






1.0 each 2400.00 2400.00

14


















1.0 Sqm 578.00 578.00

15


including


kankar 5 km 1.0 Cum. 132.00 132.00

15994.00

1




even, jambs, skirting steps etc. rough dressed:

Above 15 cm. and upto 20 cm. thick

1.00 Cum

Total

H- Scheduled

NIT No. ………….. date …………… Sr No. ……..




S

.No.

Item


2.4






wood work, steel work,






material with all lifts and lead of

50 metres as directed by

Engineer.


and above and PCC blocks103.68 Cum 427.00 44271.4

2.4.2Lime Concrete, cement

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

and below

103.68 Cum 428.00 44375

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR

Name of Work - Const. Of Sewerage and CC Road At kalal colony

between gali no 1-2,2-3,3-4 and near by area in ward no. 52

1

G-SCHEDULE

2 4.2.1



bottom and side slopes in

accordance with requirement of

line, grades and cross sections,

including disposal of surplus

material with all lift and lead



301. In all type of soil .

466.56

208.80

675.36 Cum 145.00 97927.2

3 9.3



base over a prepared sub-

grade with coarse and fine

aggregate conforming to IS:

383, the size of coarse


mm, aggregate cement ratio not


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,






complete as per clause 601,

112 of MoRT&H specification



and maintenance of diversion 103.68

20.88

124.56 Cum 2300.00 286488

4 9.5.1



concrete mix with



base with



383,



mm, mixed as



in a



expansion,



labour,


and maintenance of diversion.

PCC M-20

103.68 Cum 4570.00 473818

5 25.1.1



plinth Cement mortar 1:6 (1


59.51 Cum 3190.00 189831

6 32.3.2



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

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.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 mtr 133.00 76608

917.72.

1



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





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 mtr 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 each 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

including curing compaction

etc. of specified grade

excluding the cost of

centering and shuttering All

up to plinth level 1:2:4

(1Cement :2 Course Sand :4

Graded stone aggregate 20

mm nominal size

3.93 Cum 4280.00 16802.7

1535.22.

1

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.

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


TOTAL


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


EXECUTIVE ENGINEER


NAGAR NIGAM JODHPUR

(SIGNATURE OF CONTRACTOR)



NIT No. ………….. date …………… Sr No. ……..




S

.No.Item No. Particulars NOW Qty. Unit Rate Amount

2.4
















2.4.2Lime Concrete, cement concrete

grade M-10 (1:5:10) and below36.00 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

G-SCHEDULE



between gali no 5-6 in ward no. 52

1

3 9.3





















601, 112 of MoRT&H





36.00 Cum 2300.00 82800

4 9.5.1



concrete mix with



base with



383,



mm, mixed as



in a



expansion,



labour,



PCC M-20

36.00 Cum 4570.00 164520

5 25.1.1





25.65 Cum 3190.00 81823.5

6 32.3.2



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
















cost and conveyance of water to

site for testing) etc., complete as

per specification and / or as


internal diameter

200.00 mtr 1060.00 212000

8


















200mm nominal dia

200.00 170.00 34000

9 17.72.1



as per IS : 12592-2002 in





30.00 each 2400.00 72000

10 1.1.3





lead 5 Km

234.00 Cum 132.00 30888

11




including joining the pipe

with solvent cement rubber

ring and lubricant 110mm dia

50.00 251.00 12550

12
















50.00 539.00 26950

13


Soorsagar Bhura or



surface made perfenctly even,

jambs, skirting steps etc.

rough dressed: Upto 15 cm.

thick

2.70 Cum 4475.00 12082.5

14










mm nominal size

1.69 Cum 4280.00 7242.5625

Total 805301.56


EXECUTIVE ENGINEER





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; 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 gksaxsaA




TOTAL

NIT No. ………….. date …………… Sr No. ……..




S

.No.Item No. Particulars NOW Qty. Unit Rate Amount

2.4
















2.4.2Lime Concrete, cement concrete

grade M-10 (1:5:10) and below36.00 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

1


G-SCHEDULE


between gali no 6-7 in ward no. 52

3 9.3





















601, 112 of MoRT&H





36.00 Cum 2300.00 82800

4 9.5.1



concrete mix with



base with



383,



mm, mixed as



in a



expansion,



labour,



PCC M-20

36.00 Cum 4570.00 164520

5 25.1.1





25.65 Cum 3190.00 81823.5

6 32.3.2



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
















cost and conveyance of water to

site for testing) etc., complete as

per specification and / or as


internal diameter

200.00 mtr 1060.00 212000

8


















200mm nominal dia

200.00 170.00 34000

9 17.72.1



as per IS : 12592-2002 in





30.00 each 2400.00 72000

10 1.1.3





lead 5 Km

234.00 Cum 132.00 30888

11




including joining the pipe

with solvent cement rubber

ring and lubricant 110mm dia

50.00 251.00 12550

12
















50.00 539.00 26950

13


Soorsagar Bhura or



surface made perfenctly even,

jambs, skirting steps etc.

rough dressed: Upto 15 cm.

thick

2.70 Cum 4475.00 12082.5

14










mm nominal size

1.69 Cum 4280.00 7242.5625

Total 805301.56


EXECUTIVE ENGINEER





TOTAL


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; 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 gksaxsaA


NIT No. ………….. date …………… Sr No. ……..




S.No. Particulars Quantity Unit Rate Amount

1 Earth work in excavation by mechanical means (Hydraulic

Excavator)/ manual means in foundation trenches or drains

(not exceeding 1.5 m in width or 10 sqm on plan) including

dressing of sides and ramming of bottoms, lift upto 1.5 m,

including taking out the excavated soil and depositing and

refilling of jhiri with watering & ramming and disposal of

surplus excavated soil as directed with in a lead of 50 meter.

All kinds of soils 300.00 Cum 159.00 47700.00

2 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). 140.00 Cum 3122.00 437080.00

3 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 80.00 Cum 4475.00 358000.00

4 Plaster on new surface on walls in cement sand mortar 1:4

including raking of joints etc. complete fine finish: 25 mm thick.150.00 Sqm 204.00 30600.00

5 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. a) 110

mm dia50.00 Mtr 289.00 14450.00

b) 160 mm dia 450.00 Mtr 502.00 225900.00

6 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-2040.00 Nos 2400.00 96000.00

7 Providing and laying in position cement concrete including

curing compaction etc. of specified grade excluding the cost

of centering and shuttering All up to plinth level IS 456-2000 :

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

40 mm nominal size (Crusher 25.00 Cum 2755.00 68875.00

8

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 50mm

thick with 20mm thick nominal size aggregate.

2000.00 Sqm 281.00 562000.00

9

Carriage of Earth, Rubbish etc by Mechanical transport

including loading, unloading stacking etc complete with all lead

& lifts 5Km 300.00 Cum 66.50 19950.00

TOTAL G SCHEDULE 1860555.00


EXECUTIVE ENGINEER




JODHPUR MUNICIPAL CORPORATION

G-SCHEDULE

Name of Work :-- sewerline and nahar covering work in janta colony in Ward-53



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



Sr No. ……..


S

.No.

Item


1 4.2.1



bottom and



cross



lead



301. In all type of soil

116.00 Cum 145.00 16820

OFFICE OF THE NAGAR NIGAM, JODHPURBASED ON RUIDP BSR 2017

G-SCHEDULE


CR No. …………… Dated. …….

NIT No. ………….. date ……………


Date of Receipt :-

Name of Work - Construction Of Bitumen Road, interlocking tiles and

L/Y of sewer line at various streets of sir pratab colony in W.No 42 of

2 9.5.1

Providing, laying, spreading

(with paver finisher only) and

compacting wet mix macadam

(WMM) base course

comprising of

graded stone aggregate and

granular material conforming

to

MORT&H specifications (Table

400-II) in layers of equal

compacted

thickness each consolidated,

including pre-mixing the

material with

water at OMC in mechanical

mixer (Pug Mill), carriage of

mixed

material by tippers to site,

laying in uniform layers in base

course on

a well prepared sub-base/ base

course and compacting with

power

vibratory-roller to achieve the

desired density complete as

per

MoRT&H specification clause -

27.00 Cum 1360.00 36720

3 8.1

Providing and applying primer

coat over prepared surface of

granular base with bitumen

emulsion as per IS : 8887 and

approved

quality @ 0.6 kg/sqm with the

help of spray set fitted on

bitumen

Container (boiler) after

cleaning the surface including

removing of

binding material and other

foreign matter with wire

brushes and

small picks, sweeping with

brooms or soft brushes and

finally

dusting with old gunny bags

and compressed air to receive

bituminous treatment

complete as per clause 502 of

MoRT&H



lighting,

guarding and maintenance of

diversion.

180.00 sqm 20.00 3600

4 8.3

Providing and applying tack

coat on the prepared surface

with

bitumen emulsion as per IS:

8887 and approved quality @

0.2

kg/sqm with the help of spray

set fitted on bitumen Container

(boiler)

after cleaning the surface with


finally


and compressed air to receive



MoRT&H



lighting,


diversion.

10350.00 sqm 7.00 72450

5 8.5.1

Providing and laying

bituminous macadam in 50/75

mm compacted

thickness on prepared surface

with specified graded crushed

stone

aggregates as per Table 500-4,

Grading-II for base/ binding

course,

loading of aggregate with F.E.

loader, heating and mixing of

stone

aggregate and bitumen in

computerised hot mix plant,

transported to

site by tippers to paver, laid

over a previously prepared

surface with

paver finisher fitted with

electronic sensing device to the

required

grade, level and alignment and

rolling with power roller and

vibratory

compactor as per clauses 501.6

and 501.7 to achieve the

desired

247.50 Cum 4730.00 1170675

68.12.

1

Providing and laying open

graded premix carpet 20mm

thick

(compacted), on prepared

surface in a single course as

wearing

course, composed of specified

graded crushed stone

aggregate as

per Table 500-23, premixed

with bituminous binder @

14.60 kg/

10sqm (including cost of anti-

stripping compound wherever

required), including loading of

material with F.E. loader, hot

mixing of

stone aggregate and bitumen

in computerised hot mix plant,

transporting the mixed

material by tippers to paver

and laying with


electronic sensor control to the

required

level and grade, compacting

smooth wheeled roller 8-10

5175.00 sqm 94.00 486450

78.15.

1

Providing and applying

premixed seal coat Type "B"

comprising of

thin application of fine

aggregate 0.06 cum/ 10 sqm

premix with

bitumen binder @ 6.8 Kg/ 10

Sqm (including cost of anti-

stripping

compound wherever required)

laying with paver finisher with

electronic sensor control and

rolling with power roller 8-10

tonne


MoRT&H specification

including all



maintenance of

diversion. With Bitumen VG-

grade 30

5175.00 sqm 38.00 196650

817.7

2.1



as per IS : 12592-2002 in


grouting the frame in PCC M-

15 complete in all respect as


10.00 nos. 2400.00 24000

9 1.1.3





lead 5 Km

50.00 Cum 132.00 6600

1017.1.

1.1

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 including allowances for

any additional excavation

beyond the

drawings (measurement for

payment to be as per standard

drawings), re-handling of

material/earth to complete the

task.In all types soils/ saturated

soil such as moorum, sand,

sandy silt,

clay, black cotton soil, kankar,

etc. Depth upto 1.5 m

72.00 cum 197.00 14184

1117.1

8.2



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



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.Note : E/w

to be measured and paid

separately 200 mm internal

50.00 mtr 562.00 28100

1217.2

8.3



(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



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 internal diameter

50.00 mtr 133.00 6650

1317.3

9.1

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, RCC M20 for

200mm

thick cover slab including

reinforcement, 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

6.00 nos. 12500.00 75000



base over a

prepared sub-grade with

coarse and fine aggregate

conforming to

IS: 383, the size of coarse


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,


than

10 Mpa at 7 days, mixed in




complete as

per clause 601, 112 of



labour, machinery, lighting,


40.00 cum 2300.00 92000

9.10.

2

Providing and fixing of precast

concrete interlocking tiles of

desired

shape of M 30 grade


computerized

automatic stationery hydraulic

viebro pressed machine and

fully


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


compacted sub-base as

defined.

Complete job is to be executed

as per the instruction of

Engineer


inclusive of all lead & Lifts etc.

complete as


splitting strength, abrasion and

braking

load etc. as per BS 6717:2001,

400.00 sqm 578.00 231200

Total G Schedule 2461099

S

.No.

Item


H SCHEDULE

1

Supply and fixing Jodhpur

sand stone Machine cut

Curb stone fixed in white

cement sand mortar 1:4 with

pigment including E/W 10cm

wide 40 cm. hight.

55.00 MTR

Total H Schedule

EXECUTIVE ENGINEER




9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A


2- 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



8- njsa 4 ekg rd ekU; jgsxh

S

.No.

Item

No.Particulars H Qty. Unit Rate Amount

1 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

316.00 Cum 145.00 45820

2.4.1

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. Lime Concrete, cement concrete grade

M-10 (1:5:10) and below

120.00 cum 264.00 31680

2.4.2Cement Concrete Grade M-15 and above and

PCC blocks120.00 cum 427.00 51240


Name of Work - Construction Of C.C Road and interlocking tiles work at various

places of W.No 43 of Sardarpura Zone 1st.

2

G-SCHEDULE

NIT No. ………….. date ……………


Date of Receipt :-

Sr No. ……..


CR No. …………… Dated. …….

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


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



labour, machinery, lighting, guarding and

maintenance of diversion.

278.00 Cum 2300.00 639400

4

Providing and laying un-reinforced, plain cement

concrete mix with


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

198.00 Cum 4570.00 904860

817.7

2.1


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 nos. 2400.00 24000

9 1.1.3Carriage of Materials by mechanical,transport,

including loading, unloading and stacking Sand,

bazri, ballast, kankar for lead 5 Km

436.00 Cum 132.00 57552

1017.1.

1.1


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 including allowances for any additional

excavation beyond the

drawings (measurement for payment to be as per

standard

drawings), re-handling of material/earth to

complete the task.In all types soils/ saturated soil

such as moorum, sand, sandy silt,

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

m

129.60 cum 197.00 25531.2

1117.1

8.2

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.Note : E/w to be measured and paid

separately 200 mm internal diameter

90.00 mtr 562.00 50580

1217.2

8.3

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


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 internal

diameter

90.00 mtr 133.00 11970

1317.3

9.1

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, RCC M20 for 200mmthick cover slab

including reinforcement, 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 (Part I and II) having clear

opening of 560mm, including refilling of Jhiri,

including curing, watering, ramming, hydro testing

of manhole, conveyance & cost of water, and

dewatering

complete as directed by the Engineer. Manhole

10.00 nos. 12500.00 125000

9.10.

2


interlocking tiles of desired

shape of M 30 grade manufactured from fully

computerized


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


abrasion and braking

load etc. as per BS 6717:2001, Grey cement.

80mm thick

800.00 sqm 578.00 462400

Total G Schedule 2430033.2

S

.No.

Item


1

Supply and fixing Jodhpur sand stone Machine

cut Curb stone fixed in white cement sand mortar

1:4 with pigment including E/W 10cm wide 40

cm. hight.

90.00 MTR

Total H Schedule

H SCHEDULE




EXECUTIVE ENGINEER





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; 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 A8- njsa 4 ekg rd ekU; jgsxh


Sr No. ……..


S

.No.

Item


1 4.2.1



bottom and

side slopes in accordance

with requirement of line,

grades and cross

sections, including disposal

of surplus material with all lift

and lead




261.00 Cum

Total 261.00 Cum 145.00 37845


Name of Work - Construction Of Bitumen Road at various places in

W.No 44 of Sardarpura Zone 1st.


G-SCHEDULE

NIT No. ………….. date ……………


2 9.5.1


(with paver finisher only)

and

compacting wet mix

macadam (WMM) base

course comprising of


granular material

conforming to

MORT&H specifications

(Table 400-II) in layers of

equal compacted



material with



mixed


laying in uniform layers in

base course on

a well prepared sub-base/

base course and compacting

with power

vibratory-roller to achieve

the desired density

complete as per


195.75 Cum

Total 195.75 Cum 1360.00 266220

3 8.1


primer coat over prepared

surface of


emulsion as per IS : 8887

and approved

quality @ 0.6 kg/sqm with

the help of spray set fitted

on bitumen


cleaning the surface

including removing of



brushes and



finally


and compressed air to

receive


complete as per clause 502

of MoRT&H



lighting,

guarding and maintenance

1305.00 sqm

Total 1305.00 sqm 20.00 26100

4 8.3


coat on the prepared

surface with


8887 and approved quality

@ 0.2

kg/sqm with the help of

spray set fitted on bitumen

Container (boiler)

after cleaning the surface

with brooms or soft brushes

and finally



receive



of MoRT&H



lighting,


of diversion.

16200.00 sqm

Total 16200.00 sqm 7.00 113400

5 8.5.1


bituminous macadam in

50/75 mm compacted

thickness on prepared

surface with specified


aggregates as per Table 500-

4, Grading-II for base/

binding course,

loading of aggregate with

F.E. loader, heating and

mixing of stone



transported to



surface with


electronic sensing device to

the required

grade, level and alignment

and rolling with power roller

and vibratory

compactor as per clauses

501.6 and 501.7 to achieve

the desired

compaction complete as per

405.00 Cum

Total 405.00 Cum 4730.00 1915650

68.12.

1



thick



wearing

course, composed of

specified graded crushed

stone aggregate as



14.60 kg/

10sqm (including cost of anti-

stripping compound

wherever

required), including loading

of material with F.E. loader,

hot mixing of

stone aggregate and

bitumen in computerised

hot mix plant,



and laying with


electronic sensor control to

the required


8100.00 sqm

Total 8100.00 sqm 94.00 761400

78.15.

1



comprising of



premix with

bitumen binder @ 6.8 Kg/

10 Sqm (including cost of

anti-stripping

compound wherever

required) laying with paver

finisher with

electronic sensor control


8-10 tonne


of MoRT&H specification

including all



maintenance of


grade 30

8122.50 sqm

Total 8122.50 sqm 38.00 308655

817.7

2.1

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


Engineer.HD-20

15.00 nos. 2400.00 36000

9 1.1.3


mechanical,transport,

including loading, unloading

and stacking Sand, bazri,

ballast, kankar for lead 5 Km

261.00 Cum 132.00 34452


SAY 35.00 LAC

2- 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; 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 gksaxsaA



7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A






Sr No. ……..


S

.No.

Item


1 4.2.1



bottom and



grades and cross



and lead




270.00 Cum

Total 270.00 Cum 145.00 39150

Name of Work - Laying of sewer line and Interlocking tile work at

various places in W.No 44 of Sardarpura Zone 1st.


G-SCHEDULE

NIT No. ………….. date ……………



217.1.1

.1

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


pipe/ foundation and

disposal of surplus



direction


depths, below natural

ground / Road top

level including allowances

for any additional excavation

beyond the


payment to be as per

standard


material/earth to complete

the task.In all types soils/

saturated soil such as

moorum, sand, sandy silt,

clay, black cotton soil,

kankar, etc. Depth upto 1.5

172.80 cum 197.00 34041.6

317.18.

2



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



drawing,


sewer pipe line (including

cost and

conveyance of water to site

for testing) etc., complete as

per


directed by Engineer.Note :

E/w to be measured and

paid separately 200 mm

50.00 mtr 562.00 28100

417.28.

3


having width = outer dia of

pipe (Bc) +

500mm, thickness below


(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


including ramming,

consolidation etc

complete for all type of pipes

of following sizes as per

drawing and

or as directed by

Engineer.200 mm internal

diameter

50.00 mtr 133.00 6650

517.39.

1

Providing and constructing

of RR stone masonry

circular manholes



having


masonry wall in cement

sand mortar 1:4,

including concreting PCC M-

10 grade (1:4:8) for 225mm

thick


compaction and form work

etc complete,


channel portion, RCC M20

for 200mm



fixing the

manhole frame and cover

using stone aggregate

20mm nominal



inside



CM1:1


6.00 nos. 12500.00 75000

6


cement concrete 1:4:8 in

Sub- base over a



conforming to



mm,

aggregate cement ratio not


gradation

after blending to be as per

table 600-1, cement content

not to be


optimum moisture content to

be determined

during trial length

construction, concrete

strength not to be less than


concrete mixer, laid

manualy,



complete as





90.00 cum 2300.00 207000

7 9.10.2

Providing and fixing of

precast concrete interlocking

tiles of desired

shape of M 30 grade


computerized

automatic stationery

hydraulic viebro pressed

machine and fully


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


compacted sub-base as

defined.

Complete job is to be

executed as per the

instruction of Engineer


inclusive of all lead & Lifts

etc. complete as


splitting strength, abrasion

and braking

load etc. as per BS

900.00 sqm 578.00 520200

817.72.

1








Engineer.HD-20

15.00 nos. 2400.00 36000

9 1.1.3






270.00 Cum 132.00 35640


SAY 15.00 LAC



9 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; 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 A8- njsa 4 ekg rd ekU; jgsxh

EXECUTIVE ENGINEER



NIT No. ………….. date …………… Sr No. ……..




S.No. Particulars Qty. Unit Rate Amount

1 Raking out joints in lime or cement mortar and

preparing the surface

for re-pointing or replastering including disposal of

rubbish to the

dumping ground within 50 metres lead. 200.00 Sqm 28 5600

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

(Crusher Broken) 5.00 Cum 2519.00 12595.00

3 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). 25.00 Cum 3464.00 86600.00

4 Extra for facing as per design and detailed

specifications including additional cost of stones

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



over for : Course rubble facing Second Sort. 50.00 Sqm 227.00 11350.00

6 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.Dismantling Stone Masonry Rubble stone

masonry in cement mortar. Lime Concrete, cement

concrete grade M-10 (1:5:10) and below 15.00 cum 264.00 3960.00

7 Cement Concrete Grade M-15 and above and PCC

blocks 15.00 cum 427.00 6405.00

8 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). 10.00 Sqm 421.00 4210.00

MUNICIPAL CORPORATION, JODHPUR

Name of Work - Raising of Boundary Wall of sardarpura CSI Office in ward no 44 and repairing and

maintenance of Govt. quarter of Nagar Nigam near DDR Office.

G-SCHEDULE

9 Plaster on new surface on walls in cement sand

mortar 1:4 including raking of joints etc. complete

fine finish : 25 mm thick. 245.00 Sqm 210.00 51450.00

10 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 15.00 Sqm 918 13770

11 Dismantling stone slab flooring laid in cement

mortar including

stacking of serviceable material and disposal of

unserviceable

material within 50 metres lead. 50.00 Sqm 102 5100

12 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). 15.00 Sqm 915 13725

13 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.APPROX 50.00 Sqm 281 14050


Ivory Glazed Tiles ISI marked [IS:13753] of size

300mm x 200mm 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).Category-II : Bell, Thar

make etc.Add extra for using coloured glazed tiles

instead of white/ivory 10.00 Sqm 715 7150

15 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). 10.00 Sqm 820 8200




up to plinth level 1:2:4 (1Cement :2 Course Sand :4

Graded stone aggregate 20 mm nominal sizeAs per

requirement 10.00 Cum 3646 36460

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 12.00 Sqm 2195 26340

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

19 Providing and fixing Square bars or other flat

welded to window, ventilators etc. 100.00 Kg 71 7100

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. 50.00 Kg 82 4100

21 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.As per

requirement 15.00 Kg 89 1335

22 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). 500.00 Sqm 55.5 27750

23 Painting with enamel paint of approved brand and

manufacture to give an even shade : Two or more

coats on new work. 25.00 Sqm 54 1350

24 Pointing on stone masonary in cement sand mortar

1:3 (1-Cement:3-Sand) : Deep grooved pointing 150.00 Sqm 105 15750

25 Dismantling old plaster or skirting, raking out joints

and cleaning the surface for plaster incl. disposal of

rubbish to the dumping ground within 50mtr lead

700.00 Sqm 9.11 6377

26 Providing and applying white cement based putty

over plastered surface to prepare the surface even

and smooth complete 700.00 Sqm 75 52500

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 8 Nos. 188.50 1508.00

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

28 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



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. 13 Nos. 69.00 207.00

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

20.00 Mtr 29.00 580.00

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 20.00 Mtr 40.00 800.00

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 10.00 Mtr 16.50 165.00

30

27

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

34 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 5 Nos. 151.00 755.00

35 P&F 240/415 V isolator conforming to IS:13947-

III/ IEC 60947-3 on existing board / sheet including

making connections with lugs , testing etc. as

required.Double pole isolator 30 A / 40 A rating

1 Nos. 298.00 298.00

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

rose including making connection testing etc. as

required. 2 Nos. 16.00 32.00

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 . 2 Nos. 51.00 102.00

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 2 Nos. 1203.00 2406.00

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 3 Nos. 16.00 48.00

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

40 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 3 Nos. 436.00 1308.00

39

41 P & F Fluorscent tube rod in existing fixtures as

required Flourscent powder coated 36/40 Watts Gr.

1 3 Nos. 56.00 168.00

42 P & F Indian type white glazed vitreous china Ist

quality W.C. orissa pan (IS:2556 Mark) with 100

mm vitreous china P or S trap including cutting and

making good the wall and floor : Size 530x410 mm. 2 Nos. 1864.00 3728.00

43 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. 820.00 1640.00

44 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. 1 Nos. 6900.00 6900.00

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. 30.00 Mtr. 187.00 5610.00

b) 25 mm dia nominal bore. 21.00 Mtr. 288.00 6048.00

46 P & F Pillar Cocks (IS:8934 Mark) of superior

quality and approved make : C.P. Pillar cock fancy

type, 15 mm nominal bore. 2 Nos. 908.00 1816.00

47 P & F Bib Cock (IS:8931 Mark) Superior quality of

approved make : C.P. Brass bib cock, 15 mm

nominal bore. 5 Nos. 470.00 2350.00

48 P & F WVC Wash basin (Ist quality IS:2556 Mark)

of approved make with C.I. brackets duly painted 1

No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32

mm C.P. brass waste coupling of approved make 25

mm G.I. waste pipe complete including cutting &

making good the wall : Size 530 mm x 450 mm 2 Nos. 1257.00 2514.00

P & F Full-way valve (IS:778 Mark) or wheel valve

of approved make : a) Gun-metal 15 mm nominal

bore. 2 Nos. 322.00 644.00

b) Gun-metal 25 mm nominal bore. 2 Nos. 404.00 808.00

50 P & F Ball Cock (IS:1703 Mark) with Rod &

P.V.C. Ball complete : -do- wt. 1000 gm, 25 mm. 2 Nos. 735.00 1470.00

51 P & F Flush Cock/Flush Valve (IS:9758 Mark) or

WC of approved quality make : Brass / Gun metal

Half-turn wt. 1 Kg. of approved quality / make, 25

mm nominal bore. 2 Nos. 580.00 1160.00

52 P & F Stop cock (IS:8931 Mark) superior quality &

of approved make : -do- Concealed Stop Cock 15

mm. 2 Nos. 580.00 1160.00

45

49

53 P&F Beveled edge mirror of special glass of appd

make (Atul/equivalent) complete with 6mm thick

asbestos cement sheet ground fixed to wooden

scrwes & washers. Size 600 x 450mm x 4mm thick 2 Nos. 415.00 830.00

54 P&F towel rail or ring of approved quality /make:

C.P. brass Towel rail elbow type with concealed

screws size 600mm (heavy duty) 2 Nos. 439.00 878.00

55 P & F 15 mm. Dia Connection pipe of approved

quality/make: PVC pipe with C.P. Brass nuts up to

length 450 mm. 4 Nos. 72.00 288.00

56 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.b) 110mm dia 18.00 Mtr. 251.00 4518.00

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 Nos. 271.00 813.00

d) Bend 87.5 110mm dia 4 Nos. 162.00 648.00

499841

57


Sr No. ……..Sr No. ……..


S

.No.Particulars NOLWH Qty. Unit Rate Amount


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



material with all

lifts and lead of 50 metres

as directed by Engineer.

Lime Concrete, cement

concrete grade M-10

(1:5:10) and below

225.00 cum 264.00 59400


G-SCHEDULE

NIT No. ………….. date ……………

Name of Work - Construction Of C.C Road and sewer line work

at various places of W.No 45 of Sardarpura Zone 1st.

1



Cement Concrete Grade M-

15 and above and PCC

blocks

225.00 cum 427.00 96075



Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





225.00 Cum

4.32 Cum

TOTAL 229.32 Cum 2300.00 527436

2



concrete mix with


pavement over a prepared

sub base with

43 grade cement , coarse

and fine aggregate




mm, mixed as

per approved mix design,

laid, spread, compacted and

finished in a

continuous operation

including provision of



joints etc including all

material, labour,


and maintenance of

diversion. PCC M-20

225.00 Cum 4570.00 1028250

4 Supplying & fixing 560mm







Engineer.HD-20

50.00 nos. 2400.00 120000

3

5 Carriage of Materials by





500.00 Cum 132.00 66000

6 Earth work for Sewer line


in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








288.00 cum 197.00 56736

7 Providing at site, lowering &


jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





190.00 mtr 562.00 106780

8 Providing granular bedding


pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

180.00 mtr 133.00 23940

9 Random rubble masonry

with hard stone in foundation

and plinth Cement mortar

1:6 (1 cement : 6 coarse

sand)

51.53 Cum 3190.00 164374.32

10 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)

180.00 Sqm 210.00 37800

11 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


hydraulic testing and

commissioning as per

Technical Specifications and

as per direction of Engineer.

110 mm dia

50.00 mtr 273.00 13650

12 Providing and laying in









mm nominal size

1.62 CUM 3646 5906.52


S


1 Supply and fixing half

round channel 150 mm

dia including dismantling,

earth work, transportation,

golla batta, sub base in

cement concrete as per

direction of Engineer-in-

Charge.

620.00 Mtr.

2 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

1.62 Cum

" H schedule "

EXECUTIVE ENGINEER




1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaATerms and Condition :-


2- 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; 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


Sr No. ……..


S

.No.Particulars NOH Qty. Unit Rate Amount



bridges, retaining



masonry, cement



scaffolding



disposal of



material with all




concrete grade M-10

(1:5:10) and below

225.00 cum 264.00 59400



blocks

225.00 cum 427.00 96075

1


G-SCHEDULE

NIT No. ………….. date ……………





Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





225.00 Cum

4.32 Cum

TOTAL 229.32 Cum 2300.00 527436

2



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

225.00 Cum 4570.00 1028250








Engineer.HD-20

50.00 nos. 2400.00 120000

3






500.00 Cum 132.00 66000



in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








288.00 cum 197.00 56736



jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





190.00 mtr 562.00 106780



pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

180.00 mtr 133.00 23940





sand)

51.53 Cum 3190.00 164374.32








fine/ coarse sand)

180.00 Sqm 210.00 37800









per IS 4985-2000) of









110 mm dia

50.00 mtr 273.00 13650










mm nominal size

1.62 CUM 3646 5906.52


S

.No.Particulars NOH Qty. Unit Rate Amount

1 Supply and fixing half







Charge.

620.00 Mtr.


Soorsagar Bhura or







thick

1.62 Cum

" H schedule "

EXECUTIVE ENGINEER








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; 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 A8- njsa 4 ekg rd ekU; jgsxh


S.

No.Item Qty. Unit Rate Amount

1


roadway, including trimming bottom

and side slopes in accordance with


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 soil27.00 Cum 145 3915.00

Dismantling of existing structures

like culverts, bridges, retaining

walls, CC road and other structure

comprising of masonry, cement

concrete, wood work, steel work,






with all lifts and lead of 50 metres

as directed by Engineer. Lime

Concrete, cement concrete grade

M-10 (1:5:10) and below75.00 Cum 264 19800.00

Cement Concrete Grade M-15 and

above and PCC blocks 75.00 Cum 427 32025.00

3

Providing granular bedding having

width = outer dia of pipe (Bc) +



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


including ramming, consolidation

etc complete for all type of pipes of

following sizes as per drawing and

or as directed by Engineer.600 mm

internal dia20.00 mtr. 404 8080.00

4

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


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


Engineer. 600 mm internal dia25.00 mtr. 3550 88750.00

NIT No. ………….. date ……………

Name of work: Const. of road at old rajasthan patrika

office road at udaimandir in Ward No. 49

2

JODHPUR MUNICIPAL CORPORATION, JODHPUR

BASED ON RUIDP BSR, 2017


Date of Receipt :-

G-SCHEDULE


CR No. …………… Dated. …….

Sr No. ……..

5

Providing and laying lean cement

concrete 1:4:8 in Sub- base over a

prepared sub-grade with coarse

and fine aggregate conforming to



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





manualy,compacted with surface


complete as per clause 601, 112 of

MoRT&H specification including all

material,labour, machinery, lighting,

guarding and maintenance of 75.00 Cum 2300 172500.00

6

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 dia25.00 Sqm 273 6825.00

7

Random rubble masonry with hard

stone in foundation and plinth

Cement mortar 1:6 (1 cement : 6

coarse sand) 17.10 CUM 3190 54549.00

8

Cement plastering including T&P,

scaffolding, material and complete


curing, racking of joints etc. with 20

mm cement plaster of mix :1:4 (1

cement : 4 fine/ coarse sand)120.00 SQM 210 25200.00

9


SFRC manhole frame & cover as

per IS : 12592-2002 in existing

manholes including grouting the

frame in PCC M-15 complete in all


Engineer.HD-20 10.00 NOS 2400 24000.00

10

Supplying and fixing Soorsagar





dressed: Upto 15 cm. thick 0.81 Cum 4475 3624.75

11

Providing and making connection

to the manhole/ road side

chamber/ property chamber by

cutting hole in wall, making good

the same with brick work/ stone

masonry work in cement mortar

1:4, plaster in cement mortar 1:3,

encasement of pipe at manhole

with 75mm thick M15 grade

concrete etc complete as directed

by Engineer. 2.00 Each 707 1414.00

12


mechanical transport including

loading,unloading and stacking : 5

km150.00 Cum 165 24750.00

13

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 1:2:4


Graded stone aggregate 20 mm

nominal size5.54 CUM 3646 20198.84

1

Supply and fixing half round

channel 230 mm dia including

dismantling, earth work,

transportation, golla batta, sub

base in cement concrete as per

direction of Engineer-in-Charge.

200.00 mtr

2

Supply and fixing Jodhpur sand

stone Machine cut Curb stone

fixed in white cement sand

mortar 1:4 with pigment

including E/W 10cm wide 40 cm.

hight. 200.00 mtr

3

Fine dressed stone flooring over

20 mm (average ) thick base of

cement mortar 1:4 with joints

finished flush . White sand stone

size not less than 1350 cm2 .

Thickness 150 mm ( 6 inches )

750.00 SQM







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 gksxkA

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 gksaxsaA5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA


"H SCHEDULE"


Sr No. ……..


CR No. …………… Dated. …….


S

.No.Particulars LWH Qty. Unit Rate Amount


culverts, bridges, retaining

walls, CC road and other structure

comprising of masonry, cement

concrete, wood work, steel work,




unserviceable material and stacking

the serviceable material with all

lifts and lead of 50 metres as directed

by Engineer. Lime Concrete, cement

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

below180.00 cum 264.00 47520

Cement Concrete Grade M-15 and

above and PCC blocks180.00 cum 427.00 76860

Name of Work - Construction Of C.C Road , Nallhi and sewer line

work at various places of W.No 50 of Sardarpura Zone 1st.

1


G-SCHEDULE

NIT No. ………….. date ……………


Date of Receipt :-

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


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.180.00 Cum

3.60 Cum

TOTAL 183.60 Cum 2300.00 422280

2

3 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


provision of contraction, expansion,

construction and longitudinal joints etc


machinery, lighting, guarding and

maintenance of diversion. PCC M-20

180.00 Cum 4570.00 822600

4 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

30.00 nos. 2400.00 72000



loading, unloading and stacking Sand,

bazri, ballast, kankar for lead 5 Km

400.00 Cum 132.00 52800

6 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




natural ground / Road top

level including allowances for any

additional excavation beyond the

drawings (measurement for payment

to be as per standard


material/earth to complete the task.In

all types soils/ saturated soil such as


clay, black cotton soil, kankar, etc.

Depth upto 1.5 m

216.00 cum 197.00 42552

7 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


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


Engineer.Note : E/w to be measured

and paid separately 200 mm internal

diameter

140.00 mtr 562.00 78680

8 Providing granular bedding having

width = outer dia of pipe (Bc) +



higher) and haunching = 0.5Bc, with

graded hard crusher broken

stone of 100% passing through 20mm


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

internal diameter

130.00 mtr 133.00 17290

9 Random rubble masonry with hard

stone in foundation and plinth Cement

mortar 1:6 (1 cement : 6 coarse sand)42.94 Cum 3190.00 136978.6

10 Cement plastering including T&P,

scaffolding, material and complete


curing, racking of joints etc. with 20

mm cement plaster of mix :1:4 (1


150.00 Sqm 210.00 31500

11 Providing, lowering, laying in trenches,


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


Engineer. 110 mm dia

30.00 mtr 273.00 8190

12 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 1:2:4 (1Cement :2

Course Sand :4 Graded stone aggregate

20 mm nominal size 1.35 CUM 3646 4922.1


" H schedule "

S

.No.Particulars LWH Qty. Unit Rate Amount

1 Supply and fixing half round

channel 150 mm dia including

dismantling, earth work,

transportation, golla batta, sub

base in cement concrete as per

direction of Engineer-in-Charge.

600.00 Mtr.

2 Supplying and fixing Soorsagar





dressed: Upto 15 cm. thick

1.30 Cum

EXECUTIVE ENGINEER











Sr No. ……..

S.No. Particulars Qty. Unit Rate Amount

1 Raking out joints in lime or cement mortar and

preparing the surface for re-pointing or replastering

including disposal of rubbish to the dumping ground

within 50 metres lead. 350.00 Sqm 28 9800




up to plinth level 1:5:10 (1Cement :5 Course Sand

:10 Graded stone aggregate 40 mm nominal size

(Crusher Broken) 4.50 Cum 2519.00 11336.00

3 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). 7.50 Cum 3464.00 25980.00



over for : Course rubble facing First Sort. 15.00 Sqm 322.00 4830.00



over for : Course rubble facing Second Sort. 50.00 Sqm 227.00 11350.00

6 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.Dismantling Stone Masonry Rubble stone

masonry in cement mortar. Cement Concrete Grade M-

15 and above and PCC blocks

20.00 cum 264.00 5280.00

7 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 10.00 cum 2882.00 28820.00

8 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). 10.00 Sqm 421.00 4210.00

9 Plaster on new surface on walls in cement sand

mortar 1:4 including raking of joints etc. complete

fine finish : 25 mm thick. 300.00 Sqm 210.00 63000.00

10 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 15.00 Sqm 918 13770

11 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

earth, lead upto 50m and lift upto 1.5 m, disposed

earth to be levelled and neatly dressed: All kinds of

soil. 20.00 cum 169 3380


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). 25.00 Sqm 915 22875

13 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. 150.00 Sqm 281 42150

NIT No. ………….. date ……………


G-SCHEDULE


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


Name of Work - Repairing of room and const of water tank at bagar govt school in w.no. 50


Ivory Glazed Tiles ISI marked [IS:13753] of size

300mm x 200mm 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).Category-II : Bell, Thar

make etc.Add extra for using coloured glazed tiles

instead of white/ivory 15.00 Sqm 715 10725

15 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). 10.00 Sqm 820 8200




up to plinth level 1:2:4 (1Cement :2 Course Sand :4

Graded stone aggregate 20 mm nominal sizeAs per

requirement 5.00 Cum 3646 18230

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

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

19 Providing and fixing Square bars or other flat

welded to window, ventilators etc. 100.00 Kg 71 7100

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. 50.00 Kg 82 4100

21 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.As

per requirement 15.00 Kg 89 1335

22 Providing and applying white cement based putty

over plastered surface to prepare the surface even

and smooth complete 250.00 Sqm 75 18750

23 Painting with enamel paint of approved brand and

manufacture to give an even shade : Two or more

coats on new work. 25.00 Sqm 54 1350

24 Pointing on stone masonary in cement sand mortar

1:3 (1-Cement:3-Sand) : Deep grooved pointing 100.00 Sqm 105 10500

25 Supply & Fixing of one side polished Black

granite/ White Marble stone 20 mm thick of size 3'

x 2 ' with engraved and gold colour painted letters

(up to 200 letters) & border as per direction of

engineer - in charge on existing pedestals including

transportation 3.00 each 5856 17568

26 Finishing walls with water proofing cement paint

of required shade :New work (Two or more coats

applied @ 3.84 kg/10 sqm). 150.00 Sqm 55.5 8325

27 Providing and laying 20 to 25 mm size glazed tiles

pieces for rooof treatment having colour and shade

as approved by the Engineer incharge over 25 mm

thick layer of cement mortar mix 1:4 with

application ofcement slurry including finishing of

joints withordinary cement and curing etc.

complete in all respect. Washing with acid.

120.00 Sqm 248 29760

28 Stone slab roofing on ground for with fine grained

stone slab from approved quarry with 150 mm top

lime terracing with Hemp, Methi, Lime, Sandla

with

Gur & Gugal (as per JODHPUR PRACTICE)

including ralthal, filling of joints of parapet and

slab

on both sides in cement sand mortar 1:4 lime batta

(gola) 75mmx75mm Sandla and ceiling plaster in

CM1:4 with wire and nails etc. complete as per

specification for span. Above 2.00 mtr upto 2.50 4.50 Sqm 1833 8248.5

29 Distempering with oil bound washable distemper of

approved brand and manufacture to give an even

shade New work (two or more coats) over and

including priming coat with cement primer 250.00 Sqm 86 21500

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



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 8 Nos. 188.50 1508.00

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

31 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



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 3 Nos. 69.00 207.00

32 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

20.00 Mtr 29.00 580.00

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 20.00 Mtr 40.00 800.00

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

34 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 10.00 Mtr 16.50 165.00

35 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

36 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

30

33

37 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

5 Nos. 151.00 755.00

38 P&F 240/415 V isolator conforming to IS:13947-

III/ IEC 60947-3 on existing board / sheet including

making connections with lugs , testing etc. as

required.Double pole isolator 30 A / 40 A rating

1 Nos. 298.00 298.00

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

rose including making connection testing etc. as

required. 2 Nos. 16.00 32.00

40 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 . 2 Nos. 51.00 102.00

41 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 2 Nos. 1203.00 2406.00

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 3 Nos. 16.00 48.00

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

43 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

44 P & F Fluorscent tube rod in existing fixtures as

required Flourscent powder coated 36/40 Watts

Gr. 1 5 Nos. 56.00 280.00

45 P & F Indian type white glazed vitreous china Ist

quality W.C. orissa pan (IS:2556 Mark) with 100

mm vitreous china P or S trap including cutting and

making good the wall and floor : Size 530x410

mm. 2 Nos. 1864.00 3728.00

46 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. 820.00 1640.00

47 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. 1 Nos. 6900.00 6900.00

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. 30.00 Mtr. 187.00 5610.00

b) 25 mm dia nominal bore. 21.00 Mtr. 288.00 6048.00

48

42

49 P & F Pillar Cocks (IS:8934 Mark) of superior

quality and approved make : C.P. Pillar cock fancy

type, 15 mm nominal bore. 2 Nos. 908.00 1816.00

50 P & F Bib Cock (IS:8931 Mark) Superior quality of

approved make : C.P. Brass bib cock, 15 mm

nominal bore. 5 Nos. 470.00 2350.00

51 P & F WVC Wash basin (Ist quality IS:2556 Mark)

of approved make with C.I. brackets duly painted 1

No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32

mm C.P. brass waste coupling of approved make

25 mm G.I. waste pipe complete including cutting

& making good the wall : Size 530 mm x 450 mm 2 Nos. 1257.00 2514.00

P & F Full-way valve (IS:778 Mark) or wheel valve

of approved make : a) Gun-metal 15 mm nominal

bore. 2 Nos. 322.00 644.00

b) Gun-metal 25 mm nominal bore. 2 Nos. 404.00 808.00

53 P & F Ball Cock (IS:1703 Mark) with Rod &

P.V.C. Ball complete : -do- wt. 1000 gm, 25 mm. 2 Nos. 735.00 1470.00

54 P & F Flush Cock/Flush Valve (IS:9758 Mark) or

WC of approved quality make : Brass / Gun metal

Half-turn wt. 1 Kg. of approved quality / make, 25

mm nominal bore. 2 Nos. 580.00 1160.00

55 P & F Stop cock (IS:8931 Mark) superior quality &

of approved make : -do- Concealed Stop Cock 15

mm. 2 Nos. 580.00 1160.00

56 P&F Beveled edge mirror of special glass of appd

make (Atul/equivalent) complete with 6mm thick

asbestos cement sheet ground fixed to wooden

scrwes & washers. Size 600 x 450mm x 4mm thick 2 Nos. 415.00 830.00

57 P&F towel rail or ring of approved quality /make:

C.P. brass Towel rail elbow type with concealed

screws size 600mm (heavy duty) 2 Nos. 439.00 878.00

58 P & F 15 mm. Dia Connection pipe of approved

quality/make: PVC pipe with C.P. Brass nuts up to

length 450 mm. 4 Nos. 72.00 288.00

59 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.b) 110mm dia 15.00 Mtr 251.00 3765.00

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 5 Nos. 271.00 1355.00

d) Bend 87.5 110mm dia 5 Nos. 162.00 810.00

61 Carriage of Materials by mechanical transport

including loading,unloading and stacking : 10 km 50 Cum 81.00 4050.00

499921.5

EXECUTIVE ENGINEER




52

60

SAY RS 5.00 LAC


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





Sr No. ……..


S

.No.

Item

No.Particulars NOW Qty. Unit Rate Amount

2.4.1



bridges, retaining



masonry, cement



scaffolding



disposal of



material with all




concrete grade M-10

(1:5:10) and below

90.00 cum 264.00 23760

Date of Receipt :-

Name of Work - Construction of Drain, interlocking work and laying

of sewer line at various places in W.No 51 of Sardarpura Zone 1st.

2

CR No. …………… Dated. …….

G-SCHEDULE

NIT No. ………….. date ……………


2.4.2Cement Concrete Grade M-


blocks

90.00 cum 427.00 38430

1017.1.

1.1

Earth work for Sewer line


in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








144.00 cum 197.00 28368

1117.1

8.2



jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





100.00 mtr 562.00 56200

1217.2

8.3



pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

100.00 mtr 133.00 13300

1317.3

9.1

Providing and constructing

of RR stone masonry

circular manholes



having


masonry wall in cement

sand mortar 1:4,

including concreting PCC M-

10 grade (1:4:8) for 225mm

thick


compaction and form work

etc complete,


channel portion, RCC M20

for 200mm



fixing the

manhole frame and cover

using stone aggregate

20mm nominal



inside



CM1:1


6.00 nos. 12500.00 75000

525.1.

1

Random rubble masonry




sand)

65.15 Cum 3190.00 207831.69

632.3.

2








fine/ coarse sand)

171.45 Sqm 210.00 36004.5

817.7

2.1








Engineer.HD-20

50.00 nos. 2400.00 120000



Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





90.00 cum 2300.00 207000

4



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

12.00 Cum 4570.00 54840

9 1.1.3






180.00 Cum 132.00 23760


S

.No.

Item

No.Particulars NOW Qty. Unit Rate Amount

H SCHEDULE

1

Interlocking Concrete

Block Pavement

Providing and Laying of

Interlocking Concrete

Block Pavements having

thickness 80 mm as per

drawings and Technical

Specification Clause

1504.Category 'B' :

Denated only two sides

like I, Z, T shape etc. as

per IRC SP 63:2004

900.00 Sqm

2

Supply and fixing Jodhpur

sand stone Machine cut

Curb stone fixed in white

cement sand mortar 1:4

with pigment including

E/W 10cm wide 40 cm.

hight.

140.00 Mtr.

3

Supply and fixing half







Charge.

- 2100.00 Mtr.

4


Soorsagar Bhura or







thick

8.10 Cum

EXECUTIVE ENGINEER








7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh



Sr No. ……..


S

.No.Particulars NOWH Qty. Unit Rate Amount



bridges, retaining



masonry, cement



scaffolding



disposal of



material with all




concrete grade M-10

(1:5:10) and below

247.50 cum 264.00 65340



blocks

247.50 cum 427.00 105682.5


G-SCHEDULE

NIT No. ………….. date ……………




1





Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





247.50 Cum

4.32 Cum

TOTAL 251.82 Cum 2300.00 579186

2



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

247.50 Cum 4570.00 1131075








Engineer.HD-20

50.00 nos. 2400.00 120000

3






550.00 Cum 132.00 72600



in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








288.00 cum 197.00 56736



jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





190.00 mtr 562.00 106780



pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

180.00 mtr 133.00 23940





sand)

53.25 Cum 3190.00 169853.464








fine/ coarse sand)

186.00 Sqm 210.00 39060









per IS 4985-2000) of









110 mm dia

50.00 mtr 273.00 13650










mm nominal size

1.67 CUM 3646 6103.404


S



Soorsagar Bhura or







thick

2.16 Cum



" H schedule "


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EXECUTIVE ENGINEER






Sr No. ……..


S




bridges, retaining



masonry, cement



scaffolding



disposal of



material with all


247.50 cum 264.00 65340



blocks

247.50 cum 427.00 105682.5


G-SCHEDULE

NIT No. ………….. date ……………




1





Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





247.50 Cum

4.32 Cum

TOTAL 251.82 Cum 2300.00 579186

2



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

247.50 Cum 4570.00 1131075








Engineer.HD-20

50.00 nos. 2400.00 120000

3






550.00 Cum 132.00 72600



in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








288.00 cum 197.00 56736



jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





190.00 mtr 562.00 106780



pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

180.00 mtr 133.00 23940





sand)

53.25 Cum 3190.00 169853.464








fine/ coarse sand)

186.00 Sqm 210.00 39060









per IS 4985-2000) of









110 mm dia

50.00 mtr 273.00 13650










mm nominal size

1.67 CUM 3646 6103.404


S



Soorsagar Bhura or







thick

2.16 Cum

" H schedule "





EXECUTIVE ENGINEER






Sr No. ……..


CR No. …………… Dated. …….


S

.No.Particulars NOW Qty. Unit Rate Amount



bridges, retaining walls, CC

road and other structure

comprising of masonry,

cement concrete, wood

work, steel work, including

T&P and scaffolding


the dismantled material

disposal of unserviceable

material and stacking the

serviceable material with all




concrete grade M-10

(1:5:10) and below

250.00 cum 264.00 66000

G-SCHEDULE

NIT No. ………….. date ……………


Name of Work - Construction Of C.C Road and sewer

line work at various places of W.No 54 of Sardarpura

Zone 1st.

1

Date of Receipt :-



blocks

250.00 cum 427.00 106750



Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





250.00 Cum

4.32 Cum

TOTAL 254.32 Cum 2300.00 584936

2



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

250.00 Cum 4570.00 1142500








Engineer.HD-20

50.00 nos. 2400.00 120000

3






500.00 Cum 132.00 66000



in foundation,



dressing of



out the excavated



disposal of surplus



direction



ground / Road top



beyond the



standard








288.00 cum 197.00 56736



jointing of


s/s ends) IS: 458 - 2003

(amended up to



mm



all depths with

Rubber gaskets


as per IS: 5382



drawing,



cost and



per





190.00 mtr 562.00 106780



pipe (Bc) +



(whichever is



crusher broken



50 % passing



sheive, laying in


including ramming,

consolidation etc



drawing and

or as directed by


diameter

180.00 mtr 133.00 23940





sand)

51.53 Cum 3190.00 164374.3








fine/ coarse sand)

180.00 Sqm 210.00 37800









per IS 4985-2000) of









110 mm dia

50.00 mtr 273.00 13650










mm nominal size

0.81 CUM 3646 2953.26


" H schedule "

S

.No.Particulars NOW Qty. Unit Rate Amount


Soorsagar Bhura or







thick

1.62 Cum

EXECUTIVE ENGINEER











7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh



NIT No. ………….. date …………… Sr No. ……..




S

.No.

Item

No.Particulars WH Qty. Unit Rate Amount

1 4.2.1



bottom and



grades and cross


of surplus material with all

lift and lead




180.00 Cum

Total 180.00 Cum 145.00 26100

OFFICE OF THE MUNICIPAL CORPORATION, JODHPURG-SCHEDULE

Rate Based on RUIDP 2017

Name of Work - Construction Of Bitumen Road at various places

in W.No 56 of Sardarpura Zone 1st.

2 9.5.1


(with paver finisher only)

and

compacting wet mix

macadam (WMM) base

course comprising of


granular material

conforming to

MORT&H specifications

(Table 400-II) in layers of

equal compacted



material with



mixed


laying in uniform layers in

base course on

a well prepared sub-base/

base course and compacting

with power

vibratory-roller to achieve

the desired density

complete as per

MoRT&H specification Total 135.00 Cum 1360.00 183600

3 8.1


primer coat over prepared

surface of


emulsion as per IS : 8887

and approved

quality @ 0.6 kg/sqm with

the help of spray set fitted

on bitumen


cleaning the surface

including removing of



brushes and



finally



receive



of MoRT&H



lighting,

guarding and maintenance Total 900.00 sqm 20.00 18000

4 8.3


coat on the prepared

surface with


8887 and approved quality

@ 0.2

kg/sqm with the help of

spray set fitted on bitumen

Container (boiler)

after cleaning the surface

with brooms or soft brushes

and finally



receive



of MoRT&H



lighting,


of diversion.

8640.00 sqm

Total 8640.00 sqm 7.00 60480

5 8.5.1


bituminous macadam in

50/75 mm compacted

thickness on prepared

surface with specified


aggregates as per Table 500-

4, Grading-II for base/

binding course,

loading of aggregate with

F.E. loader, heating and

mixing of stone



transported to



surface with


electronic sensing device to

the required

grade, level and alignment


and vibratory

compactor as per clauses

501.6 and 501.7 to achieve

the desired

compaction complete as per

126.00 Cum

Total 126.00 Cum 4730.00 595980

68.12.

1



thick



wearing

course, composed of

specified graded crushed

stone aggregate as



14.60 kg/

10sqm (including cost of

anti-stripping compound

wherever

required), including loading

of material with F.E. loader,

hot mixing of

stone aggregate and

bitumen in computerised

hot mix plant,



and laying with


electronic sensor control to

the required


4320.00 sqm

Total 4320.00 sqm 94.00 406080

78.15.

1



comprising of



premix with

bitumen binder @ 6.8 Kg/

10 Sqm (including cost of

anti-stripping

compound wherever

required) laying with paver

finisher with

electronic sensor control


8-10 tonne


of MoRT&H specification

including all



maintenance of


grade 30

4320.00 sqm

Total 4320.00 sqm 38.00 164160

817.7

2.1



cover as per IS : 12592-2002

in existing manholes




Engineer.HD-20

9.00 nos. 2400.00 21600

9 1.1.3






180.00 Cum 132.00 23760






EXECUTIVE ENGINEER









Sr No. ……..


CR No. …………… Dated. …….


S


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

45.00 cum 1020.00 45900

Granular courses 135.00 cum 682.00 92070

G-SCHEDULE

NIT No. ………….. date ……………


Date of Receipt :-

Name of Work - Construction Of C.C Road at various

places of W.No 56 of Sardarpura Zone 1st.

1



Sub- base over a



conforming to



mm,



gradation



not to be



be determined

during trial length





manualy,



complete as





112.50 Cum

1.44 Cum

TOTAL 113.94 Cum 2300.00 262062

2



concrete mix with



sub base with


and fine aggregate




mm, mixed as



finished in a






material, labour,


and maintenance of

diversion. PCC M-20

112.50 Cum 4570.00 514125








Engineer.HD-20

10.00 nos. 2400.00 24000

3






250.00 Cum 132.00 33000

6Earth work in excavation for


bottom and



grades and cross



and lead




45.00 cum 145.00 6525





sand)

2.58 Cum 3190.00 8218.716








fine/ coarse sand)

27.00 Sqm 210.00 5670









per IS 4985-2000) of









110 mm dia

23.00 mtr 273.00 6279










mm nominal size

0.54 CUM 3646 1968.84


SAY 10.00 LAC



EXECUTIVE ENGINEER




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Documents

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