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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 dia 50.00 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-20

40.00 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

Say Rs. 18.60 Lacs

JODHPUR MUNICIPAL CORPORATION

junior engineer assistant engineer executive engineer

in Ward-53

ESTIMATEName of Work :-- sewerline and nahar covering work in janta colony


1 Demolishing cement concrete including disposal of material

within 50 meter lead :

a) 1:3:6 or richer mix.

b) 1:4:8 or leaner mix.

250.00 Cum 396.00 99000.00

2 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

2a Add extra over item No. 1.8 and 1.9 for every additional lift of

1.5 Mtr. or part thereof :In all kind of soils.

Add : 20% Qty. of Item No. 5

25.00 Cum 16.00 400.00

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 80 - 100 mm Wooden Ballies as horizontal

members securely tied by coconut strings with the vertical

members. Both vertical and horizontal members shall be

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

cleaning of site complete in all respect.

400.00 Mtr 34.00 13600.00

4 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).

35.00 Cum 3122.00 109270.00

5 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

20.00 Cum 4475.00 89500.00

6 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


jointing of RCC pipes NP4 class (with s/s ends) as per IS: 458 -

2003 (amended up to date) at all depths with Rubber gaskets

(EPDM/SBR) for sewer lines as per IS: 5382 (including cost of

Rubber gaskets, lubricants) as per drawing, sectional testing

of the sewer pipe line (including cost and conveyance of water

to site) etc., complete as per specification and / or as directed

by Engineer.b) 200 mm internal diameter 800.00 Mtr 562.00 449600.00

JODHPUR MUNICIPAL CORPORATION

in chamunda colony(aanand parwat) at height in Ward-53

ESTIMATEName of Work :-- sewerline, c.c road work and stone road maintance work

250 Cum 645.00 161250.00


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 RCC pipes of

following sizes as per drawing and or as directed by Engineer.

b) 200 mm internal diameter RCC Pipe 800.00 Mtr 127.00 101600.00

9 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, 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 m15.00 Nos 12500.00 187500.00

10 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. Metre

5.00 Mtr 4459.00 22295.00


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 dia 100.00 Mtr 289.00 28900.00

12 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

5.00 Nos 2400.00 12000.00

13 Providing Laying & jointing glazed S.W. pipes grade `A`

(IS;651 marked) of approved make with spun yarn & stiff

mixture of cement mortar 1.1 excavation & refilling of earth in

all types of soil upto 1.2m depth, S.W. fittings, including testing

of joints etc, complete.a) 150 mm dia 100.00 Mtr 182.00 18200.00

b) 230 mm dia 50.00 Mtr 363.00 18150.00

14 Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm

nominal size) upto haunches of S.W. pipes including 150 mm

thick bed concrete as per Rajasthan P.W.D. specifications

(Width W=Dia of pipe in Cm+40Cm.) concrete width to be

reduced from width W at center of pipe to '0' at top of pipe

(Excluding cost of pipe).a) 150 mm dia S.W. Pipe. 100.00 Mtr 165.00 16500.00

b) 230 mm dia S.W. Pipe. 50.00 Mtr 213.00 10650.00





1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40

mm nominal size (Crusher

350.00 Cum 2755.00 964250.00




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

aggregate 20 mm nominal size

350.00 Cum 4066.00 1423100.00

17 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.20.00 Nos 498.00 9960.00

18 Carriage of Earth, Rubbish etc by Mechanical transport

including loading, unloading stacking etc complete with all lead

& lifts 5Km

800.00 Cum 66.50 53200.00

19

Providing and Laying of Interlocking Concrete Block

Pavements having thickness 80 mm as per drawings and

Technical Specification Clause 1504. Categpru 'B' Denated

only two sides like I,Z,T, shape etc. as per IRC SP 63:2004200.00 Sqm 932.00 186400.00

20

Earth work in excavation/ by mechanical means

(Hydraulic Excavator)/ manual means over areas

(exceeding 30 cm in depth, 1.5m in width as well as 10

sum on plan) including disposal of excavated earth, lead

upto 50 m and lift upto 1.5 m , disposed earth to be

levelled and neatly dressed:Hard Rock (Blasting

Prohibited) useful material 30%. 200.00 Cum 657.00 131400.00

TOTAL G SCHEDULE 4185025.00

Say Rs. 41.85 Lacs

junior engineer assistant engineer executive engineer

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