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NIT No. ………………………… Date …………………………

Last Date of Sale : …………………….

Date of Receipt ………………………………….

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

S.No. Code Item Qty. Unit Rate In Rs. Amount

1 B-14.9 Silt clearance of drains, channels and

canals with lift 1.5 Mtr. and lead up to

50Mtr. 450.00 Cum. 237.00 106650.00

2 1.8 Earth work in excavation in foundation

trenches or drains including dressing of

sides and ramming of bottoms, lift up to

1.5 Mtr. including taking out the

excavated soil and depositing and

refilling of jhiri with watering & ramming

and disposal of surplus excavated soil as

directed within a lead of 50 meter. All

kinds of soil. 160.00 Cum. 159.00 25440.00

JODHPUR NAGAR NIGAM

NAME OF WORK- Repairing and Construction of Nalla at Various places of

Sardarpura Constituency

ESTIMATE

G-SCHEDULE

Sr. No. ……………………………..

Earnest Money : Rs ………………….

Cr. No. ………………. Date …………..

daga nallah

S.No. Code Item Qty. Unit Rate In Rs. Amount

3 1.28 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). 40.00 Cum. 4700.00 188000.00

4 Providing and laying in position cement

concrete including curing compaction

etc. of specified grade excluding the cost

of centering and shuttering All up to

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

Sand :8 Graded stone aggregate 40 mm

nominal size (Crusher Broken)

40.00 Cum. 3360.00 134400.00

5 B-3.2 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).

450.00 Cum. 3450.00 1552500.00

6 Extra for random rubble masonary with

hard stone in superstructure above plinth

level and upto two stories. 90.00 Cum. 622.00 55980.00

7 B-6.1 Plaster on new surface on walls in

cement sand mortar 1:4 including raking

of joints etc. complete fine finish: 25 mm

thick. 1060.00 Cum. 210.00 222600.00

8 6.2 Providing and Fixing of Reinforced Ferro-

Cement Drain cover designed for class

‘A’ loading duly marked on cover with

adequate steel reinforcement having

thickness 75 mm to 150 mm, anti-

corrosive bitumen painted M.S. plate,

Rim and on M.S. fitings 2100*500mm

280.00 Sqm 2509.00 702520.00

daga nallah

S.No. Code Item Qty. Unit Rate In Rs. Amount

9 12.8 Carriage of Earth, Rubbish etc by

Mechanical transport including loading,

unloading stacking etc complete with all

lead & lifts 5Km 180.00 Cum. 66.50 11970.00

3000060.00

SAY RS. 30.00 LACS

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

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

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

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

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

Signature of Contractor Executive Engineer,

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

Total

daga nallah

NIT No. ………………………… Date …………………………

Last Date of Sale : …………………….

Date of Receipt ………………………………….

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

S.No. Item NO. Item Qty. Unit Rate In Rs. Amount

1 2.9

Dismantling of flexible pavements and

disposal of dismantled materials up to a

lead of 50 metres as directed by

Engineer2.9.1 Bituminous courses 320.00 Cum 296 94720

2.9.2 Granular courses 160.00 Cum 206 32960

2

4.2.1 Earth work in excavation for roadway,

including trimming bottom and side

slopes in accordance with requirement of

line, grades and cross sections, including

disposal of surplus material with all lift

and lead upto 1000 metre as per

MoRT&H specification clause 301. In all

type of soil .840.00 Cum 145 121800

3 7.6

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

perMoRT&H specification clause - 406

including all material, labour,machinery,

lighting, guarding and maintenance of 2070.00 Cum 1360 2815200

OFFICE OF THE NAGAR NIGAM, JODHPUR

ESTIMATE

RATE BASED ON RUIDP BSR 2017

Name of Work - Const. of B.T. Road and patch repair work at various places in sardarpura

constituency area of jodhpur city.

G-SCHEDULE

Sr. No. ……………………………..

Earnest Money : Rs ………………….

Cr. No. ………………. Date …………..

4

Providing and applying primer coat over

prepared surface ofgranular 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.13800.00 Sqm 20 276000

5 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 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.43200 Sqm 7 302400

6 8.5

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,

machinery, lighting, guarding and

maintenance of diversion but excluding

cost of primer/ tack coat.With Bitumen

VG-grade 30 @ 3.3% (percentage by

weight of total

mix) 648.00 Cum 4730 3065040

7 8.12

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

21600.00 Sqm 94 2030400

8 8.15.1

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 complete as per clause

513 of MoRT&H specification including

all

material, labour, machinery, lighting,

guarding and maintenance of

diversion.With Bitumen VG-grade 3021600.00 Sqm 38 820800

9

17.72.1 Supplying & fixing 560mm dia SFRC

manhole frame & cover as per IS : 12592-

2002 in existing manholes including

grouting the frame in PCC M-15

complete in all respect as directed by the

Engineer.HD-20111.00 each 2400 266400

10

1.1.3 Carriage of Materials by

mechanical,transport, including

loading, unloading and stacking Sand,

bazri, ballast, kankar for lead 5 Km

1320.00 Cum 132 174240

Total 9999960

Note njs pkj ekg rd ekU; gksxhA

l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

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

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

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

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

Signature of Contractor

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