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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 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 soil52.50 Cum 145.00 7612.50

2.80

1.35

4.15

12.38

5.94

18.32

2.70

1.30

4.00

5

Half brick masonry with FPS bricks of class

designation 75 in superstructure above plinth level

upto two stories Cement mortar 1:4 (1 cement :4

coarse sand) 60.00 Sqm. 528.00 31680.00

6

Extra for half brick masonry in superstructure, above

two stories for every two stories or part thereof by

mechanical means by lifting material using mobile

crane. 60.00 Sqm. 14.00 840.00

4Extra for random rubble masonry with hard stone in

superstructure above plinth level and upto two

stories Cum. 3812.00 15232.752

3Random rubble masonry with hard stone in

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

: 6 coarse sand) Cum 3190.00 58424.85

JODHPUR NAGAR NIGAM, JODHPURBASED ON RUIDP BSR, 2017

NAME OF WORK- WARD NO.60 STITH SHRI LAXMINARAYAN MANDRI BHAWAN

ME MARMAT AND ANYA WORK.

2Providing and laying in position cement concrete

including curing compaction etc. of specified grade

excluding the cost of centering and shuttering All up Cum 3360.00 13944.00

G - SCHEDULE

7

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

sand : 4 graded 20mm nominal size stone

aggregate) finished with a floating coat of neat

cement including cement slurry, but excluding the

cost of nosing of steps etc. complete 40mm thick90.00 Sqm. 292.00 26280.00

63.00

105.00

168.00

9Pointing on stone work with cement mortar 1:3 (1

cement : 3 fine sand) Flush/ Ruled pointing 200.00 Sqm. 141.00 28200.00

10Painting with synthetic enamel paint of approved

brand and manufacture to give an even shade Two

or more coats on new work 120.00 Sqm. 69.00 8280.00

11

Providing and fixing 1st quality standard white, grey,

ivory, fume red brown, light green, light blue and

other light shades glazed tiles confirming to IS :

13753 & IS :15622 of size 200mm x 300mm in walls,

floors, steps, pillars etc. laid on a bed of neat cement

slurry finished with flush pointing in the white cement

mixed with pigment to match the shade of the tile

complete (excluding the cost of cement plaster on

walls and pillar). 120.00 Sqm. 679.00 81480.00

12

Providing and fixing 1st quality MAT finished ceremic

tile size 300x300mm confirming to IS : 13755 and IS

: 15622 colour such as white, grey, ivory, fume red

brown, light green, light blue and other light shades

in floors, steps, pillars etc. laid on a bed of neat

cement slurry finished with flush pointing in the white

cement mixed with pigment to match the shade of

the tile complete (including the cost of cement

mortar bed 1:4). 30.00 Sqm 660.00 19800.00

13Finishing walls with water proofing cement paint of

required shade New work (Two or more coats

applied @ 3.84 kg/10 sqm 1200.00 Sqm 55.50 66600.00

14

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. 1200.00 Sqm 86.00 103200.00

8Cement plastering including T&P, scaffolding,

material and complete labpour, including cost of

water, curing, racking of joints etc. with 12 mm Sqm. 186.00 31248.00

15

Providing and fixing Marble stone flooring table

rubbed, 15-18 mm thick over 20mm (Av.) thick base

of CM 1:4 (1 cement : 4 coarse sand) or slab in wal,

steps, pillars, counters, jambs, shelves, sills etc laid

over 12mm (Av.) thick base of CM 1:3 (1 cement : 3

coarse sand), jointing with white cement mortar 1:2

(1 white cement : 2 marble dust) with pigment to

match the shade of the marble slab including

grinding, rubbing and polishing complete.Rajnagar

1st quality/Ageria with light spots.Upto to 1500 Cm2

Tiles45.00 Sqm 1110.00 49950.00

16

Providing and fixing 1mm thick M.S. sheet door with

frame of 40x40x6mm angle iron and 3mm M.S.

gusset plates at the junctions and corners, all

necessary fittings complete, including applying a

priming coat of approved steel primer. Using flats

30x6mm for diagonal braces and central cross

piece. 20.00 Sqm. 2680.00 53600.00

17

Stone slab roofing on ground floor with fine grained

stone slab 90mm average thickness from approved

quarry including filling of joints slab in cement sand

mortar 1:4 with ceiling pointing in cement sand

mortar 1 : 3 complete as per specification for span

Above 2.50 metre and up to 3.00 metre17.50 Sqm. 1120.00 19600.00

18

Providing and fixing Tubular Steel Railing on Precast

RCC posts, 1.2 m high above ground level

Providing, fencing and erecting 50 mm dia G.I pipe

railing in 3 rows on precast M20 grade RCC vertical

posts1.8 metres high (1.2 m above GL) with 3 holes

50 mm dia for pipe, fixed 2 metres centre to,

complete as per approved drawing including all

material, labour. 20.00 Mtr. 1510.00 30200.00

646172.10

1

Providing and fixing G.I. pipes complete with G.I.

fittings and clamps, including cutting and making

good the walls etc.Internal work - Exposed on wall

(a) 15mm dia nominal bore 50.00 Mtr. 199.00 9950.00

2 ( b) 25mm (---do---) 25.00 Mtr. 292.00 7300.00

Total

3Providing and fixing G.I. pipes complete with G.I.

fittings including trenching and refilling etc External

work :25 mm dia. nominal bore 25.00 metre 243.00 6075.00

4

Providing and fixing white vitreous china wash basin

including making all connections but excluding the

cost of fittings Flat back wash basin of size

630x450mm 4.00 Each 921.00 3684.00

5

Providing and fixing white vitreous china flat back or

wall corner type lipped front urinal basin of

430x260x350mm and 340x410x265mm sizes

respectively. 4.00 Each 947.00 3788.00

6

Providing and fixing water closet squatting pan

(Indian type W.C. pan ) with 100mm sand cast Iron

P or S trap, 10 litre low level white P.V.C. flushing

cistern with manually controlled device (handle

lever) conforming to IS : 7231, with all fittings and

fixtures complete including cutting and making good

the walls and floors wherever required White

Vitreous china Orissa pattern W.C. pan of size

580x440mm with integral type foot rests.3.00 Each 3570.00 10710.00

7Providing and fixing P.V.C. waste pipe for sink or

wash basin including P.V.C. waste fittings complete.

Flexible pipe 32 mm dia 6.00 Each 53.50 321.00

8

Providing and fixing 600x450 mm beveled edge

mirror of superior glass (of approved quality)

complete with 6 mm thick hard board ground fixed to

wooden cleats with C.P. brass screws and washers

complete 2.00 Each 816.00 1632.00

9Providing and fixing brass bib cock of approved

quality :15 mm nominal bore 15.00 Each 215.00 3225.00

10Providing and fixing brass stop cock of approved

quality 15 mm nominal bore 5.00 Each 240.00 1200.00

11Providing and fixing PTMT pillar cock of approved

quality and colour 15mm nominal bore, 107mm long.

Weighing not less than 110 gms. 8.00 Each 168.00 1344.00

12

P&F Inlet Connection (Angle, Valves) Superior

quality, of approved make for Wash basin, Gyser

etc.C.P. Inlet connection 15mm. brass (IS 8931

marked) 5.00 Each 316.00 1580.00

13

P & F PVC storage Tank confirming to (IS :

12701/89) Standards of approved make with cover,

25mm dia 1M long G.I. over flow pipe & 25cm. Long

wash out pipe with plug & socket. Including making

connection etc. complete of approved design 1000

(litres capacity) 1.00 Each 6900.00 6900.00

14Providing and fixing gun metal gate valve with C.I.

wheel of approved quality (screwed end) 25 mm

nominal bore 5.00 Each 497.00 2485.00

15

Providing and fixing PTMT Ball cock of approved

quality, colour and make complete with Epoxy

coated aluminium rod with L.P./ H.P.H.D. plastic

ball.15 mm nominal bore, 105 mm long. Weighing

not less than 138 gms. 2.00 Each 153.00 306.00

16

Providing and fixing on wall face Unplasticised Rigid

PVC Single socketed pipes rain water pipes

conforming to IS : 13592 Type A including jointing

with seal ring conforming to IS : 5382 leaving 10 mm

gap for thermal expansion (a) 110 mm dia80.00 Mtr. 253.00 20240.00

17 (b) 75 mm dia 50.00 Mtr. 155.00 7750.00

18

Providing and fixing Unplasticised -PVC pipe clips of

approved design to Unplasticised - PVC rain water

pipes by means of 50x50x50mm hard wood plugs,

screwed with M.S. screws of required length

including cutting brick work and fixing in cement

mortar 1:4 (1 cement : 4 coarse sand) and making

good the wall etc. complete. 30.00 Each 173.00 5190.00

19

Providing and fixing on wall face Unplasticised -

PVC moulded fittings/ accessories for Unplasticised

Rigid PVC rain water pipes conforming to IS : 13592

Type A including jointing with seal ring conforming to

IS : 5382 leaving 10 mm gap for thermal

expansion.Coupler 110mm dia15.00 Each 152.00 2280.00

95960.00

1

Wiring of light point/ fan point/ exhaust fan point/ call

bellpoint with 1.5 sq. mm FR PVC insulated

unsheathedflexible copper conductor 1.1 kV grade

and 1.5 sq.mmFR PVC insulated unsheathed

flexible copper earthconductor 1.1 kV grade (IS:694)

of approved make insurface / recessed ISI marked

medium duty PVCconduit & it's accessories, round

tiles,18 SWG M.S. boxwith earth terminal, screwless

cage connectors forneutral looping in switch board &

false ceiling point. 6 Aswitch, 3.0 mm thick phenolic

laminated sheet, zincplated / brass screws, cup

washers, making connections, testing etc. as

required. (A) Short point (up to 3 mtr.)

10.00 Point 175.00 1750.00

2 (b) Medium point (upto 6 mtr.) 10.00 Point 247.00 2470.00

3 (c ) Long point (upto 10 mtr.) 10.00 Point 337.00 3370.00

4

Wiring of 3 pin 5 amp. light plug point with 1.5 sq.

mm FR PVC insulated unsheathed flexible copper

conductor 1.1 kV grade and 1.5 sq.mm FR PVC

insulated unsheathed flexible copper earth

conductor 1.1 kV grade(IS:694) of approved make in

surface / recessed ISI marked medium duty PVC

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

earth terminal, screwless cage

connectors for neutral looping in switch board &

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

thick phenolic laminated sheet, zinc plated / brass

screws, cup washers, making connections, testing

etc. as required. On board10.00 Point 79.00 790.00

5

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 10.00 Each 1481.00 14810.00

Total

6

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 2.00 Nos. 161.00 322.00

7

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 EB10.00 Each 287.00 2870.00

8

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 250 mm x 300 mm 10.00 Each 36.00 360.00

26742.00768874.10

Total

G.Total

Say Rs 7.69 Lacs

9 l'krZ fufonk Lohdkj ugha gksxh 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 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

NAGAR NIGAM, JODHPUR.

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

(Signature of Contractor)

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

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. Unit Rate Amount

Dismantling of flexible pavements and disposal of dismantled

materials up to a lead of 50 metres as directed by Engineer

Bituminous courses

270.00 cum 31.00 8370.00

Granular courses 270.00 cum 15.00 4050.00

2

Earth work in excavation in foundation, trenches etc. including

dressing of sides and ramming of bottoms, including getting out the

excavated material, refilling after laying pipe/ foundation and

disposal of surplus excavated material at a lead upto 50m suitable

site as per direction of Engineer for following depths, below natural

ground / Road top level.

1701.00 cum 159.00 270459.00

3

Providing Barricading for Trenches using 80 - 100 mm dia Wooden

Ballies as vertical post, atleast 1.5m above ground level and atleast

30-45 cm below ground level at a spacing of 3 m. Two rows of PVC

Tape (preferabley red in colour) strip barricading horizontal strip

securely tied by the vertical members. Vertical members shall be

painted in red and white colour. Rate is inclusive removal and

cleaning of site complete in all respect.

620.00 Mtr 34.00 21080.00

4

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

RCC pipes NP4 class (with s/s ends) as per IS: 458 2003 (amended

up to date) at all depths with Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382 (including cost of Rubber gaskets, lubricants) as

per drawing, sectional testing of the sewer line (including cost and

converyance of water to site) etc. complete as per specification and/

or as directed by Engineer. 200mm dia Internal

1400.00 Mtr 518.00 725200.00

OFFICE OF THE NAGAR NIGAM, JODHPURBASED ON Pwd BSR 2013

G - SCHEDULE

Name of work:- ward no. 64 me vyas krashi farm colony khokhariya bere ke pass sewer line and damar sadak work.

1

5

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

500mm, thickness below pipe = 0.25Bc or 100mm (whichever is

higher) and haunching = 0.5Bc, with graded hard crusher broken

stone of 100% passing through 20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 % retain on 6.3mm sheive, laying in

layers of thickness 10/15cm including ramming, consolidation etc

complete for RCC pipes of following sizes as per drawing and or as

directed by Engineer. 200 mm internal diameter RCC pipe

1400.00 Mtr 127.00 177800.00

6

Providing and constructing of RR stone masonry circular manholes

of "Type-A" with internal dia 0.90m and depth upto 1.65m having

300mm thick RR stone masonry wall in cement sand mortar 1:4,

including concreting PCC M-10 grade (1:4:8) for 225mm thick

foundation including curing compaction and form work etc complete,

PCC M15 for benching and channel portion, covering by stone lintels

by 150mm thick and 300mm Deep stone lintels with atleast 225mm

support on wall edge and on top opening 150mm deep and 300mm

width stone lintels in diagonal direction, leaving opening for manhole

cover, as per direction of engineer in charge, PCC M20 for fixing the

manhole frame and cover using stone aggregate 20mm nominal

size, 20mm thick inside and outside plaster in C. M. 1:3, inside

plaster finished with floating coat of neat cement, vata in CM1:1

around pipe entering and leaving the manhole and also at the

junction of masonry and concrete slab, providing and fixing of SFRC

foot steps of approved make at every 0.30m height fixed in CM 1:3,

supplying and fixing heavy duty SFRC manhole frame and cover as

per IS 12592 (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.

Note-Only Excavation work will be measured and paid separately

Manhole "Type-A" of depth 0.90 m

115.00 Nos 12700.00 1460500.00

7

Providing and constructing extra depth of manhole "Type-A" for depth

beyond 0.90 m and upto 1.65 m with RR stone masonary including

20mm plaster inside and outside as per drawing and direction of

Engineer.20.00 Mtr 5510.00 110200.00

8Emptying of septic tank soakge well etc. by disposting or sludge upto

50mtr lead & taking out sewage incl. cleaning of site. 10.00 Nos 2709.00 27090.00

9

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

upvc pipes of class iii ( 6 kg / cm2 ) as per IS : 4985 and as per

specification with ruber ring with socket and spigot joint ( EPDM /

SBR ) for all depths including well …

240.00 Mtr 289.00 69360.00

10

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 masonary work in cm 1:4 plaster in cm

1:3 ..

10.00 Nos 498.00 4980.00

11

Providing, laying, spreading and compacting graded stone aggregate

to wet mix macadam specification including premixing the material

with water at OMC in mechanical mixer (Pug Mill), carriage of mixed

material by tipper to site with 1 km lead, laying in uniform layers in

sub-base/base course on a well prepared sub-base and compacting

with smooth wheel roller of 80 to 100kN weight to achieve the

desired density including lighting, barricading and maintenance of

diversion, etc as per Tables 400.11 & 400.12 and Technical

Specification Clause 406.By Mechanical Means

880.00 cum 1182.00 1040160.00

12

Granular sub-base/base/surface course with local materials (Table

400.13) by mix in place method normal Construction of granular sub-

base by providing local material spreading in uniform layers with

motor grader on prepared surface, mixing by mix in place method

with rotavator at once and compacting with smooth wheel roller to

achieve the desired density complete as per Clause 401.4 as per

Technical Specification Clause 408 Using naturally occuring gravel

660.00 cum 254.00 167640.00

13

Providing and applying primer coat with Bitumen emulsion (SS-1) on

prepared surface of granular base including cleaning of road surface

and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical

means as per Technical Specification Clause 502.

4950.00 sqm 46.00 227700.00

14

Providing and applying tack coat with Bitumen grade VG-10 using

mechanical bitumen pressure distributor distributor at the rate of 0.35

to 0.45 kg per sqm on the prepared granular surfaces treated with

primer & cleaned with Hydraulic broom as per Technical

Specification Clause 503.

4950.00 sqm 22.00 108900.00

15

20mm thick Open-Graded Premix Carpet using Bituminous

(penetration grade/modified bitumen) Binder Providing, laying and

rolling of open-graded premix carpet of 20 mm thickness composed

of 13.2 mm to 5.6 mm aggregates either using penetration grade

bitumen or emulsion to required line, grade and level to serve as

wearing course on a previously prepared base, including mixing in a

suitable plant, laying and rolling with a three wheel 80-100 kN static

roller capacity, finished to required level and grades to be followed by

seal coat of either Type A or Type B or Type C as per Technical

Specification Clause 508. Case - II By Mechanical Means(Crust

stone chips @ 0.027 Cum per 10 Sqm & Bitumen @ 14.6 Kg per

10Sqm Mix shall be laid by paver finisher Bitumen (VG-10)

4950.00 Sqm 124.00 613800.00

16

Seal Coat - Type `B' Providing and laying premixed seal coat type `B'

comprising of thin application of crushed sand of grit as passing

2.6mm sieve and retained on 180 micron sieve applied @ 0.60 cum

per 10sqm premixed with bitumen binder@ 6.8Kg/ 10Sqm in hot mix

plant laying manually and rolling with power road roller 8-10 tonne as

per Technical Specification Clause 510. By Mechanical Means

Bitumen (S-90) Bitumen (VG-10)

4950.00 Sqm 46.00 227700.00

17Carriage of Materials by mechanical transport including

loading, unloading and Sand, bazri, ballast, kankar 5 km 575.00 cum 66.50 38237.50

5303226.50

Say Rs 53.03 Lacs


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

Total

EXECUTIVE ENGINEER





6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA

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

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty Unit Rate 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 blocks330.0 cum 427.00 140910.00

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


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 90.0 Cum 197.00 17730

JODHPUR NAGAR NIGAM, JODHPURG - SCHEDULE

Name of Work -ward no.60 me shiv mandir road nadeswar mahadev mandir kumaro ka baas ki galiyo

me and nagar nigam upkaryalay ke piche gali me sewer line and c.c sadak work.

Based on Ruidp Bsr 2017

3











the task.In ordinary rock. Depth upto 1.5 m 13.5 Cum 388.00 5238

4

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

a prepared sub-grade with coarse and fine aggregate conforming

to IS: 383, the size of coarse aggregate not exceeding 25 mm,

aggregate cement ratio not to exceed 15:1, aggregate gradation

after blending to be as per table 600-1, cement content not to be

less than 150 kg/ cum, optimum moisture content to be

determined during trial length construction, concrete strength

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

laid manualy, compacted with surface vibrator, finishing and

curing complete as

per clause 601, 112 of MoRT&H specification including all

material, labour, machinery, lighting, guarding and maintenance

of diversion258.50 Cum 2300.00 594550.00

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,

construction and longitudinal

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-20 387.75 Cum 4700.00 1822425.00

6Random rubble masonry with hard stone in foundation and plinth

:Cement mortar 1:6 (1 cement : 6 coarse sand) 43.20 Cum 3190.00 137808.00

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)129.6 Sqm 161.00 20865.60

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 dia100.0 metre 273.00 27300.00

9

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. 150 mm internal

diameter30 metre 438.00 13140.00

10 200 mm internal diameter 100 metre 562.00 56200.00

11





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 diameter30 metre 115.00 3450.00

12 200 mm diameter 100 metre 133.00 13300.00

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 36.00 each 2400.00 86400.00


loading, unloading and Sand, bazri, ballast, kankar 5 km 350.00 Cum. 132.00 46200.00

2985516.60

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 15 cm. and

upto 20 cm. thick3.38 Cum 0.00 0.00

0.00

2985516.60

Total

G. Total

H-schedule

Total

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 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


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


NIT No. ………….. date …………… Sr No. ……..





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 blocks330.0 cum 427.00 140910.00

2

Dismantling of flexible pavements and disposal of dismantled

materials up to a lead of 50 metres as directed by

Engineer.Bituminous courses 41.3 cum 296.00 12210.00

3 Granular courses 55.0 cum 206.00 11330.00


Name of Work - ward no.60 me stith sant ravidas gali no.1,2, and 3 and sant asuram

(bat basti) mirza factory wali road par sewer line and c.c road work.

Based on Ruidp Bsr 2017

4











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 Cum 197.00 14184

5











the task.In ordinary rock. Depth upto 1.5 m 13.5 Cum 388.00 5238

6










curing complete as

per clause 601, 112 of MoRT&H specification including all

material, labour, machinery, lighting, guarding and maintenance

of diversion310.75 Cum 2300.00 714725.00

7








construction and longitudinal

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


maintenance of diversion. PCC M-20 466.13 Cum 4700.00 2190787.50



9

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)129.6 Sqm 161.00 20865.60

10








11

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. 150 mm internal

diameter30 metre 438.00 13140.00

12 200 mm internal diameter 80 metre 562.00 44960.00

13





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 diameter30 metre 115.00 3450.00

14 200 mm diameter 80 metre 133.00 10640.00

15

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 40.00 each 2400.00 96000.00



3484903.10

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 15 cm. and

upto 20 cm. thick3.38 Cum 0.00 0.00

0.00

3484903.10

Total

G. Total

Total

H-schedule

EXECUTIVE ENGINEER




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




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

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. UnitRate in

Rs.Amount

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

300.00 cum 145.00 43500.00

2

Providing, laying, spreading and compacting of granular sub-

base by providing close graded material (Table 400-1),

spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at

OMC, and compacting with vibratory roller to achieve the

desired density, complete as per MoRT&H specification clause

- 401 including all material, labour, machinery, lighting,

guarding and maintenance of diversion Grading - II Material

100.00 cum 887.00 88700.00

OFFICE OF THE NAGAR NIGAM, JODHPUR

BASED ON RUIDP BSR 2017

Name of work:- ward no.61 me pasarvnath nagar,shanti nagar,gokul dam

sota,vishwakarma nagar,gulzar nagar chetra me damarikaran ka work.

G - SCHEDULE

3





OMC, and compacting with vibratory roller

to achieve the desired density, complete as per MoRT&H

specification clause - 401 including all material, labour,

machinery, lighting, guarding and maintenance of diversion

Grading - III Material

100.00 cum 813.00 81300.00

4

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 specification including

all material, labour, machinery, lighting, guarding and

maintenance of diversion.

1000.00 sqm 20.00 20000.00

5

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 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 specification including all material, labour,

machinery, lighting, guarding and maintenance of diversion.

9600.0 sqm 7.00 67200.00

6

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 compaction complete as per clause 504 of

MoRT&H specification and including all material, labour,


but excluding cost of primer/ tack coat.With Bitumen VG-

grade 30 @ 3.3% (percentage by weight of total

mix)

288.00 cum 4730.00 1362240.00

7

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 paver finisher fitted with

electronic sensor control to the required level and grade,

compacting smooth wheeled roller 8-10 tonne capacity and

finishing to required level to achieve the desired density as

per clause 511 of MoRT&H specification including all material,

labour, machinery, lighting, guarding and maintenance of

diversion but excluding cost of tack coat/ seal coat.With

Bitumen VG-grade 30

9600.00 sqm 94.00 902400.00

8

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 complete as per clause 513 of



With Bitumen VG-grade 30

9600.0 sqm 38.00 364800.00

9

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-2013.00 each 2400.00 31200.00



3000940.00Total



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 gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A

EXECUTIVE ENGINEER




NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. UnitRate in

Rs.Amount

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

360.00 cum 145.00 52200.00

2





OMC, and compacting with vibratory roller to achieve the

desired density, complete as per MoRT&H specification clause

- 401 including all material, labour, machinery, lighting,

guarding and maintenance of diversion Grading - II Material

120.00 cum 887.00 106440.00

3





OMC, and compacting with vibratory roller

to achieve the desired density, complete as per MoRT&H

specification clause - 401 including all material, labour,


Grading - III Material

120.00 cum 813.00 97560.00

G - SCHEDULE

OFFICE OF THE NAGAR NIGAM, JODHPUR

BASED ON RUIDP BSR 2017

Name of work:- ward no.61 me amar nagar,gandhi nagar,baldev nagar,vishnu

nagar me damarikaran ka work.

4

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 specification including

all material, labour, machinery, lighting, guarding and

maintenance of diversion.

1200.00 sqm 20.00 24000.00

5

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 brooms or soft brushes

and finally dusting with old gunny bags and compressed air to

receive bituminous treatment complete as per clause 502 of



11200.0 sqm 7.00 78400.00

6

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 compaction complete as per clause 504 of

MoRT&H specification and including all material, labour,


but excluding cost of primer/ tack coat.With Bitumen VG-

grade 30 @ 3.3% (percentage by weight of total

mix)

336.00 cum 4730.00 1589280.00

7

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 paver finisher fitted with

electronic sensor control to the required level and grade,

compacting smooth wheeled roller 8-10 tonne capacity and

finishing to required level to achieve the desired density as

per clause 511 of MoRT&H specification including all material,

labour, machinery, lighting, guarding and maintenance of

diversion but excluding cost of tack coat/ seal coat.With

Bitumen VG-grade 30

11200.0 sqm 94.00 1052800.00

8

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 complete as per clause 513 of



With Bitumen VG-grade 30

11200.0 sqm 38.00 425600.00

9

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-2011.00 each 2400.00 26400.00



3500200.00

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 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


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

Total

EXECUTIVE ENGINEER




NIT No. ………….. date …………… Sr No. ……..





1

Earth work in excavation in foundation, trenches etc. including




site as per direction of Engineer for following depths, below

natural ground / Road top level In ordinary rock. Depth upto 1.5

m141.8 cum 324.00 45927.00

2

Supplying and stacking good earth at site of work Note: Loading,

unloading and carriage to be paid extra as per

actual lead.Earth measured in stacks will be reduced by 20% foe

payment 1434 Cum 206.00 295404.00


Name of Work - savitri bai fule harbal park me sadak and vriksharopan

hetu anya viaks work.Based on Ruidp Bsr 2017

3










curing complete as per clause 601, 112 of MoRT&H specification


maintenance of diversion 45.00 Cum 2300.00 103500.00

4








construction and longitudinal 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-20 100.00 Cum 4700.00 470000.00



6Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine

sand Flush/ Ruled pointing 1680.0 Sqm 141.00 236880.00








160 mm dia 200.0 metre 564.00 112800.00



3500561.00

EXECUTIVE ENGINEER



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 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


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

7

Total

NIT No. ………….. date …………… Sr No. ……..





1

Construction of embankment with approved material obtained

from borrow pit with all lifts and leads, transporting to site,

spreading, grading to required slope and compacting by vibratory

roller 8-10 tonne to meet requirement of table 300-2 including

cost of compensation for earth taken from private land complete

as per MoRT&H specification clause 305. (Lead taken upto 5 km)240.00 Cum 163.00 39120.00

2

Providing, laying, spreading and compacting of granular sub-base

by providing close graded material (Table 400-1), spreading in

uniform layers with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting with

vibratory roller to achieve the desired density, complete as per

MoRT&H specification clause - 401 including all material, labour,

machinery,

lighting, guarding and maintenance of diversion. 7.2.2 Grading - II

Material 900.00 Cum 887.00 798300.00

837420.00




Name of Work - ward no. 62 me pahadiya bera samshan se park vistapit

basti tak grawal sadak nirman work. Based on Ruidp Bsr 2017

G. Total

EXECUTIVE ENGINEER




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

NIT No. ………….. date …………… Sr No. ……..




S.No. Item Qty. Unit Rate Amount

1

Supply & fixing of stainless steel pipe railing

for ramp railing height, 90 cm. with 40 mm

dia stainless steel pipe with 18 gauge with

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

intermidiate horizontal pipe with suitable

height of same size and gauge with

coupling, grinding and polishing & fix of

master pieces as per required point as per

approved design of Engineer incharge.

300.00 Mtr 2493.00 747900.00

747900.00

7.48 Laks

G - SCHEDULE



JODHPUR NAGAR NIGAM, JODHPUR

Name of work:- ward no.63 me lal sagar,balaji mandir ke samne park me still

rolling lgane ka work.Based on pwd bsr 2013

Total

Say

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

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