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Sl No Ref No Description of work Rate Per Amount

1 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 atural

ground / Road top level.

a Depth upto 1.5m

4.10.1.1 90638.50 m3 In all soils upto 1.5m 164.00 1 m3 14864714.00

b 4.10.1.2 69462.68 m3 Depth above 1.5m 175.50 1 m3 12190701.00

2 21.1.5 6846.00 m³ Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth level

:1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm

nominal size). (Drain Foundation)

3750.00 1 m³ 25672500.00

3 21.1.3 2191.90 m3 Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth level :

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

graded stone aggregate 20 mm

nominal size) (Benching)

4280.00 1 m3 9381332.00

4 25.7 &

25.7.1

43633.00 m3 Coursed rubble masonry (Second

sort) with hard stone in foundation

and plinth with :Cement mortar 1:6 (1

cement : 6 coarse sand)

3650.00 1 m3 159260450.00

Drain Side walls with Stone Masonry

5 32.22.2 0.00 m2 Pointing on stone work with cement

mortar 1:3 (1 cement : 3 fine sand) :

Raised and cut pointing

221.00 1 m2 0.00

5 Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth level

:1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm

nominal size). (Open Channel with

CC lining)1639.00 m3 For Open Channel 3750.00 1 m3 6146250.00

6 32.3

&

32.3.2

51811.40 m2 Cement plastering including T&P,

scaffolding, material and complete

labpour, including cost of water,

curing, racking of joints etc. CM 1:4

with 20 mm cement plaster of mix :

(on top of Stone masonry wall)

210.00 1 m2 10880394.00

PART (A) - FOR DRAIN

JODHPUR MUNICIPAL CORPORATION

STORM WATER DRAINAGE MASTER PLAN FOR THE CITY OF JODHPUR

NAME OF WORK : EXTENSION OF UNIVERSITY CAMPUS DRAIN 10-10 FROM CAMPUS GATE TO

ABSTRACT ESTIMATE - CH 4470 TO 11400

Quantity

NIT No. Date Sr No.

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

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

Copy issued to M/s ……

G-SCHDULE

7 23.3.4 6766.13 m3 Reinforced cement concrete work in

beams, suspended floors roofs

having slope upto 15° landings,

balconies, shelves, chajjas lintels,

bands, plain window sills, staircases

and spiral stair cases upto two stories

excluding the cost of centring,

shuttering, finishing and

reinforcement: for Drain Cover Slab

(RCC M30grade with 20mm metal)

5620.00 1 Cum 38025634.00

8 23.19.4 541290.16 Kgs Reinforcement for R.C.C. work at all

levels including straightening, cutting,

bending, placing in position and

binding all complete. with Hot rolled

deformed bars

51.50 1 Kg 27876444.00

9 4.25 13860.00 Rmt 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.

76.50 1 mt 1060290.00

11 14.8.1 1436.00 Rmt Providing weep holes in brick/ stone

masonry/ Plain/ Reinforced concrete

abutment, wing wall/ return wall with

following dia AC pipe, extending

through the full width of the structure

with slope of 1V : 20H towards

drawing face complete as per

drawing, technical specifications and

clause 2205 of MoRT&H Specification

including

all scaffolding, material, labour,

machinery etc. (100mm dia)

99.00 1 Rmt 142164.00

13 22.1.1 Centring and shuttering with plywood

or steel sheet upto two stories or

height upto 7.5 metre above plinth

level including strutting, propping etc.

and removal of form for :

26890.00 SQm Foundations, footings, bases of

columns, etc. for mass concrete

162.00 1 Sqm 4356180.00

14 12.6.4 665.60 SQm Providing and fixing of reinforced

Ferro-Cement drain covers designed

for 'AA' 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

3450.00 1 sqm 2296320.00

15 2.1.1 200.00 Nos Cutting of trees, including cutting of

trunks, branches and removal of

stumps, roots, stacking of serviceable

material with all lifts and up to a lead

of 1000 mtrs and earth filling in the

depression/pit to required compaction

as per MoRT&H specification clause

201. (Measurment of girth to be done

at height of 1 m above ground level -

Girth from 300 mm to 600 mm )

284.00 1 no 56800.00

From Ch 7000 to 10140

16 2.3.2 1.30 hec Clearing and grubbing road land

including uprooting rank vegetation,

grass, bushes, shrubs, saplings and

trees girth up to 300 mm, removal of

stumps of trees cut earlier and

disposal of unserviceable materials

and stacking of serviceable material

to a lead of 50 metres from road

boundary including removal and

disposal of top organic soil not

exceeding 150 mm in thickness as

directed by Engineer.

51200.00 1 hec 66560.00

From Ch 10140 to 11400

17 1.1.1 54189.18 Cum Carriage of materials by Mechanical

transport including loading, unloading

and stacking of Earth.Lead up-to 3Km

137.00 1 Cum 7423917.66

18 4.1 11718.00 Sqm Dressing of earth work in surface

excavation including cutting and filling

upto 30cm depth including disposal of

excavated earth upto 50m and lift

upto 1.5 m.

27.00 1 Sqm 316386.00

TOTAL PART (A) Rs 320017036.66

1 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 atural ground / Road

top level.

For upto 1.5m depth

For Drain Portion

6219.600 Cum 164 1 Cum 1020014.40

For above 1.5m depth

For Drain Portion

11073.450 Cum 175.5 1 Cum 1943390.48

2 Cum Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth level

:1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm

nominal size). For bed

858.320 Cum For Drain Portion 3750 1 CUm 3218700.00

3 211.20 Cum Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth level :

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

graded stone aggregate 20 mm

nominal size) (Benching)

4280 1 CUm 903936.00

4 Cum Coursed rubble masonry (second

sort) with hard stone in foundation

and plinth with :Cement mortar 1:3 (1

cement : 3 coarse sand)

5671.85 Cum 3650 1 Cum 20702252.50

5 Cement plastering including T&P,

scaffolding, material and complete

labpour, including cost of water,

curing, racking of joints etc. CM 1:4

with 20 mm cement plaster of mix :

2820.17 Sqm 210 1 Sqm 592235.70

PART (B) - FOR CULVERT

6 663.101 cum Reinforced cement concrete work in

beams, suspended floors roofs

having slope upto 15° landings,

balconies, shelves, chajjas lintels,

bands, plain window sills, staircases

and spiral stair cases upto two stories

excluding the cost of centring,

shuttering, finishing and

reinforcement: for Drain Cover Slab

(RCC M30grade with 20mm metal)

5620 1 Cum 3726627.62

7 Cum Providing and laying upto two stories

reinforced cement concrete in kerbs,

steps and the like excluding the cost

of centring, shuttering, finishing and

reinforcement with 1:2:4 (1 cement : 2

coarse sand : 4 graded stone

aggregate 20 mm nominal size). (for

Bed Blocks0

283.239 cum 4280 1 Cum 1212262.92

8 Reinforcement for R.C.C. work at all

levels including straightening, cutting,

bending, placing in position and

binding all complete. with Hot rolled

deformed barsFor Bed Blocks

102231.16 Kg 51.5 1 Kg 5264904.74

9 181.5 Rmt Providing weep holes in brick/ stone

masonry/ Plain/ Reinforced concrete

abutment, wing wall/ return wall with

following dia AC pipe, extending

through the full width of the structure

with slope of 1V : 20H towards

drawing face complete as per

drawing, technical specifications and

clause 2205 of MoRT&H Specification

including

all scaffolding, material, labour,

machinery etc. (100mm dia)

99 1 Rmt 17968.50

10 Centring and shuttering with plywood

or steel sheet upto two stories or

height upto 7.5 metre above plinth

level including strutting, propping etc.

and removal of form for :

2363.62 Sqm Foundations, footings, bases of

columns, etc. for mass concrete

162 1 Sqm 382906.44

TOTAL PART (B) 38985199.3

TOTAL PART (A+B) 359002235.96

SAY 3590.02

15.00

35.00

10.00

10.00

10.00

3670.02

110.10

110.10

3890.22

39.00 CroresSAY

PART (C) Provision towards Traffic diversion

PART (D) Provision for Road Restoration

PART (E) Shifting of Utilities Electric poles,

PART (G) Provision towards Permission from R & B Dept, Electrical Dept etc

GRAND TOTAL IN LACS

PART (F) Shifting of Utilities Transformers -(7 to 9 nos)

TOTAL PART ( A+B+C+D+E+F) IN LACS(+) Contingencies @ 3 %

(+) Price Contingencies @ 3 %