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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
S.No. Particulars Quantity Unit Rate Amount
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
7 Providing at site, lowering & laying in trenches, aligning &
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
S.No. Particulars Quantity Unit Rate Amount
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
11 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 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
S.No. Particulars Quantity Unit Rate Amount
15 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
350.00 Cum 2755.00 964250.00
16 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 :
1:1.5:3 (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