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Bidder Name

:

NUMBER # TEXT # NUMBER # TEXT # NUMBER NUMBER # TEXT #

Sl.

No.

Item Description Quantity Units Estimated Rate TOTAL AMOUNT

Without Taxes

TOTAL AMOUNT

In Words

1 2 4 5 6 53 55

1 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

ggregate 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 diversion.48.00

Cum 2300

110400.0000 INR One Lakh Ten Thousand Four Hundred Only

2 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). 36.00 Cum 4700.00

169200.0000 INR One Lakh Sixty Nine Thousand Two Hundred

Only

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:6.00 Cum 4475.00

26850.0000 INR Twenty Six Thousand Eight Hundred & Fifty Only

4 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

.120.00 each 2400.00

288000.0000 INR Two Lakh Eighty Eight Thousand Only

5 Providing and constructing extra depth of manhole "Type- 19290.0000 INR Nineteen Thousand Two Hundred & Ninety Only

PRICE SCHEDULE

(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.

Bidders are allowed to enter the Bidder Name and Values only )

Percentage BoQ

Tender Inviting Authority: MUNICIPAL CORPORATION,JODHPUR

Name of Work :- manhole and nallah repair in w.no.9,20,21,22

Contract No: NIT No Date Sno

Validate Print Help

5 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.

3

Mtr 6430.00

19290.0000 INR Nineteen Thousand Two Hundred & Ninety Only

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 thickfoundation 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, 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.

2 each 12500

25000.0000 INR Twenty Five Thousand Only

7 Providing and fixing of precast concrete interlocking tiles

of desired shape of M 30 grade manufactured from fully

computerized automatic stationery hydraulic viebro

pressed machine and fully computerized automatic

batching plant of class A1/A2 as per BS 6717:2001. The

CC interlocking paving blocks be laid on average 50mm.

thick bed of coarse sand and the joint is to be filled with

fine sand. Laying procedure on compacted sub-base as

defined.Complete job is to be executed as per the

instruction of Engineer incharge. The rates to be

inclusive of all lead & Lifts etc. complete as per

specifications. Tensile splitting strength, abrasion and

braking load etc. as per BS 6717:2001, Grey

cement.,red,yellow rubber moulded 80mm thick

240 Sqm 578

138720.0000 INR One Lakh Thirty Eight Thousand Seven Hundred

& Twenty Only

8 Reinforced Ferro-Cement drain covers designed for 'A'

class loading of size 600 x 800 mm 15Sqm 1129.00

16935.0000 INR Sixteen Thousand Nine Hundred & Thirty Five

Only

9 size 1000 x 800 mm23

Sqm 1881.00

43263.0000 INR Forty Three Thousand Two Hundred & Sixty Three

Only

10 Random rubble masonry with hard stone in foundation

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

sand)

36.5Cum 3770.00

137605.0000 INR One Lakh Thirty Seven Thousand Six Hundred &

Five Only

11 Earth work in excavation in foundation, trenches etc.

includingdressing of sides and ramming of bottoms,

including getting out theexcavated material, refilling after

laying pipe/ foundation anddisposal of surplus excavated

material at a lead upto 50m suitablesite as per direction

of Engineer for following depths, below naturalground /

Road top level. 42.00 Cum 164.00

6888.0000 INR Six Thousand Eight Hundred & Eighty Eight Only

12 Add extra for over all depth of excavation above 1.5 m

and upto 3.0 m over item no 4.10.1.142.00 Cum 11.50

483.0000 INR Four Hundred & Eighty Three Only

13 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 all type of pipes of

following sizes as per drawing and or as directed by

Engineer. 200 mm internal dia.

40.00 Mtr 116.00

4640.0000 INR Four Thousand Six Hundred & Forty Only

14 300 mm internal diameter

10.00 Mtr 170.00

1700.0000 INR One Thousand Seven Hundred Only

15 Providing at site, lowering & laying in trenches, aligning

& jointing ofRCC pipes NP3 class (with s/s ends) IS: 458 -

1988 (amended up todate) marked and pipes from 300

mm upto 2000 mm manufactured

through vertical casting process all levels with Rubber

gasketsEPDM/SBR) for sewer lines as per IS: 5382

(including cost ofRubber gaskets lubricants) as per

drawing, sectional hydro testing ofthe sewer pipe line

(including cost and conveyance of water to site

for testing) etc., complete as directed by Engineer.

Note : E/w to be measured and paid separately

200mm internal dia

40

Mtr 521.00

20840.0000 INR Twenty Thousand Eight Hundred & Forty Only

16 300 mm internal diameter10

Mtr 1010.00

10100.0000 INR Ten Thousand One Hundred Only

17 Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with20 mm cement plaster of mix :

1:4 (1 cement : 4 fine/ coarse sand)

240

Sqm 192.00

46080.0000 INR Forty Six Thousand &Eighty Only

18 Carriage of Materials by mechanical transport including

loading,unloading and stacking : 5 km84

Cum 165.00

13860.0000 INR Thirteen Thousand Eight Hundred & Sixty Only

Total in Figures 1079854.0000 Ten Lakh Seventy Nine Thousand Eight Hundred &

Fifty Four Only

Quoted Rate in FiguresSelect

0.0000 INR Zero OnlySelect

Quoted Rate in Words INR Zero Only

Bidder Name

:


Sl.

No.


Without Taxes

TOTAL AMOUNT

In Words

1 2 4 5 6 53 55

1 Dismantling of flexible pavements and disposal of

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

Engineer Bituminous courses

1 Cum 296296.0000 INR Two Hundred & Ninety Six Only

2 Scarifying existing granular road surface, including picking

up scarified material and stacking of old serviceable material

within a lead of 1000 meters complete as per clause 305.4.3 of

MoRT&H specification including all labour, machinery, lighting,

guarding and maintenance of diversion

1 Sqm 25.5

25.5000 INR Twenty Five and Paise Fifty Only

3 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 per MoRT&H

specification clause - 406 including all material, labour,

machinery, lighting, guarding and maintenance of diversion.

1 Cum 1360

1360.0000 INR One Thousand Three Hundred & Sixty Only

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

1 Sqm 20

20.0000 INR Twenty Only

PRICE SCHEDULE

(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this

tender. Bidders are allowed to enter the Bidder Name and Values only )

Percentage BoQ


Name of Work: Annual rate contract for Construction of BT road in ward no. 11 at various places


Validate Print Help

5 Extra for additional bitumen emulsion used in above item for

every 1 kg per 10 sqm 1 Sqm 33.0000 INR Three Only

6 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.

1 Sqm 7

7.0000 INR Seven Only

7 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)

1 Cum 4730

4730.0000 INR Four Thousand Seven Hundred & Thirty Only

8 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

1 Sqm 94

94.0000 INR Ninety Four Only

9 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

30

1 Sqm 38

38.0000 INR Thirty Eight Only

10Earth 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

1 Cum 145

145.0000 INR One Hundred & Forty Five Only

11Carriage of Earth / Rubbish Meterials including Loading

unloading Complete in all respect

1 Cum 165165.0000 INR One Hundred & Sixty Five Only

Total in Figures 6883.5000 Six Thousand Eight Hundred & Eighty Three and

Paise Fifty Only


0.0000 INR Zero Only


Bidder Name

:


Sl.

No.


Without Taxes

TOTAL AMOUNT

In Words

1 2 4 5 6 53 55

1 Dismantling of flexible pavements and

disposal of dismantled materials up to a lead of

50 metres as directed by Engineer Bituminous

courses 1

Cum 296

296.0000 INR Two Hundred & Ninety Six Only

2 Granular courses

1Cum 206

206.0000 INR Two Hundred & Six Only

3 Dressing of earth work in surface excavation

including cutting and filling upto 30cm depth

including disposal of excavated earth upto50m

and lift upto 1.5 m. 1

Sqm 27

27.0000 INR Twenty Seven Only

4 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 1

Cum 145


5 Carriage of Materials by mechanical transport

including loading, unloading and stacking Earth

Upto 5 K.M 1

Cum 165

165.0000 INR One Hundred & Sixty Five Only

6 Providing, laying, spreading and compacting of

granular sub-base by providing close graded

Material, mixing in a mechanical mix plant at

1070.0000 INR One Thousand &Seventy Only

PRICE SCHEDULE

(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this

tender. Bidders are allowed to enter the Bidder Name and Values only )

Percentage BoQ


Name of Work: Annual Rate Contract for BT road in various places soorsagar zone


Validate Print Help

Material, mixing in a mechanical mix plant at

OMC, carriage of mixed Material to work site,

spreading in uniform layers with motor grader on

prepared surface and compacting with vibratory

power 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 - I Material1

Cum 1070

7 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 per MoRT&H specification

clause - 406 including all material, labour,

machinery, lighting, guarding and maintenance of

diversion.

1

Cum 1360

1360.0000 INR One Thousand Three Hundred & Sixty Only

8 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 1

Cum 916

916.0000 INR Nine Hundred & Sixteen Only

9 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 1

Sqm 20

20.0000 INR Twenty Only

10 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

1

Sqm 7

7.0000 INR Seven Only

11 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 tosite 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 1

Cum 4730

4730.0000 INR Four Thousand Seven Hundred & Thirty Only

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 1

Sqm 94

94.0000 INR Ninety Four Only

13 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

Sqm 38

38.0000 INR Thirty Eight Only

material, labour, machinery, lighting, guarding

and maintenance of diversion.With Bitumen VG-

grade 301

14 Providing and fixing precast cement concrete

M-20 grade (Using mechanical Concrete Mixer)

kerb stone top and bottom width 115 and 165

mm respectively, 250 mm high on 150 mm thick

PCC M-10 grade foundation as per design,

including fixing at site as per clause408 of

MoRT&H Specification including all material,

labour,machinery, lighting, guarding and

maintenance of diversion1

MTR 254

254.0000 INR Two Hundred & Fifty Four Only

15 Providing and laying marking of center line and

stop line etc with hot thermoplastic compound

2.5 mm thick on road/ plain surface, including

reflectorising glass beads @ 250 gms per sqm

area with special applicator machine, as per

IRC:35 including cleaning the surface of all dirt,

dust and other foreign matter, demarcation at

site and traffic control involved. The finished

surface to be level, uniform and free from streaks

and holes as per clause 803 of MoRT&H

Specification including all material, labour,

machinery, lighting, guarding and maintenance

of diversion1

Sqm 382

382.0000 INR Three Hundred & Eighty Two Only

16 Raising circular manhole with circular cover

560mm dia and frame slab to required level

including dismantling existing slab, taking out the

existing CI frame & cover of manhole and raising

it upto ground/road level, refixing of frame and

cover in M15 (1:2:4) concrete all around the 1

Each 445

445.0000 INR Four Hundred & Forty Five Only

17 Providing and fixing CAT’s eye made of aluminium

alloy size75x100x22mm having 21 biconvex

lenses embedded in circular disof AS plastic on

each side on road surface complete including all

material, labour, and diversion 1

Each 145


Total in Figures 10300.0000 Ten Thousand Three Hundred Only




Sno Particulars Qty Unit Rate Amount

1Demolishing cement concrete including disposal of material within 50

meter lead :

A 1:3:6 or richer mi 12 Cum 645 7740

B 1:4:8 or leaner mix. 12 Cum 396 4752

2

Dismantling of flexible pavements and disposal of dismantled materials upto a

lead of 100 m, (All useful materials obtained by dismentling shall be property of

the contractor) as per Technical Specification Clause 202

A (A) Bituminous Courses 63 sqm 31 1953

B (B) Granular Courses 63 sqm 15 945

3

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 disposal

of surplus excavated material at a lead upto 50m suitable site as per

directionof Engineer for following depths, below natural ground /

Road toplevel. In all types soils/ saturated soil such as moorum, sand,

sandy silt,clay, black cotton soil, kankar, etc.Depth upto 1.5 m 348.0 Cum 203 70637.91

4Silt clearance of drains, channels and canals with lift 1.5 Mtr and lead

up to 50 Mtr. 90.0 Cum 185 16650

5

Providing at site, lowering & laying in trenches, aligning & jointing

ofRCC pipes NP3 class (with s/s ends IS: 458 - 1988 (amended up

todate) marked and manufactured through spun process at all levels

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 directed by Engineer.

A 250 mm internal diameter 150.0 Mtr 686 102900

B 200mm internal diameter 150.0 Mtr 493 73950

6

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

all type of pipes of following sizes as per drawing and or as directed

by Engineer.

A 250 mm internal diameter 150.0 Mtr 143 21450

B 200mm internal diameter 150.0 Mtr 109 16350

7

Random Rubble stone masonary for foundation and plinth in Cement

Sand Mortar above 30 Cm. thick wall IS 1597 (Part-I) 1992 in :Cement

Mortar 1:4 (1-Cement:4-Sand). 32.0 Cum 3122 99904

8

Extra for facing as per design and detailed specifications IS

1597 (Part-II) 1992 including additional cost of stones over

item No. 6.1 & 6.2 for :Course rubble facing Second Sort.86.0 Sqm 227 19522

9

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: 14.0 Cum 4475 62650

JODHPUR NAGAR NIGAMESTIMATE

Name of Work ;-- Construction of Sewer Line at Gooron ka talab & other Area Ward No 11

10Plaster on new surface on wall in cement sand mortar 1:4 including

raking of joints etc. complete fine finish :25 mm thick. 112.5 Sqm 204 22950

11

Providing and fixing steel gate grating and grills made of angles, tees,

square bars or other flats black pipe with holdfast and fittings complete

as per design and drawing including cutting welding and fabrication

with priming coat of red oxide. 750 Kg 89 66750

12

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

PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per

specifications with rubber rings with socket and spigot joint ,

(EPDM/SBR) for all depths for pipe length as per drawing and

specification including hydraulic field testing and commissioning etc

complete as directed by Engineer.

A 110 mm Nominal Dia 24.0 Mtr 262 6288

B 160 mm Nominal Dia 18.0 Mtr 539 9702

13

Supplying & fixing 560mm dia SFRC manhole frame & cover in existing

manholes including grouting the frame in PCC M-15complete in all

respect as directed by the Engineer. HD-20 40.0 Each 2510 100400

14Pointing on stone masonary in cement sand mortar 1:3 (1-Cement:3-

Sand) :Flush or ruled pointing. 225.0 Sqm 60 13500

15

Providing and constructing of RR stone masonry circular manholesof "Type-A"

with internal dia 0.90m and depth upto 1.65m having300mm thick RR stone

masonry wall in cement sand mortar 1:4,including concreting PCC M-10 grade

(1:4:8) for 225mm ckfoundation including curing compaction and form work

etc complete,PCC M15 for benching and channel portion, RCC M20 for

200mmthick cover slab including reinforcement, PCC M20 for fixing

themanhole frame and cover using stone aggregate 20mm nominalsize, 20mm

thick inside and outside plaster in C. M. 1:3, insideplaster finished with floating

coat of neat cement, vata in CM1:1around pipe entering and leaving the

manhole and also at thejunction of masonry and concrete slab, providing and

fixing of SFRCfoot steps of approved make at every 0.30m height fixed in CM

1:3,supplying and fixing heavy duty SFRC manhole frame and cover asper IS

12592 (Part I and II) having clear opening of 60mm,including refilling of Jhiri,

including curing, watering, ramming, hydrotesting of manhole, onveyance &

cost of water, and dewateringcomplete as directed by the Engineer.Excavation

work will be measured and paid separately Manhole "Type-A" of depth 0.90 m

15 Each 12700 190500

16

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

beyond 0.90 m and upto 1.65 m with RR stone masonaryincluding

20mm plaster inside and outside as per drawing anddirection of

Engineer. 6 Mtr 5510 33060

17

Empting of septic tank/ soakage well etc, disposing of sludge within a

lead of 5km and taking out sewage including refilling with local earth,

ramming and compaction in layers, cleaning of site.6 Each 3380 20280

18

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 Broken)

47.0 Cum 2755 129485

19

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

47.0 Cum 4066 191102

20Carriage ofMaterials Earth, bymechanical transport including

loading,unloading and stacking ::5KM 462.0 Cum 88.98 41108.76

21

Filling available excavated earth (excluding rock) in trenches, plinth

side of foundation etc. in layers not exceeding 20 cm. in depth,

consolidating each deposited layer by ramming and watering including

lead upto 50Mtr. and lift upto 1.5Mtr. 243.6 Cum 45 10961.055

22

Raising manhole cover and frames slab to reqd. level incl. dismantling existing

slab and making good the damage as reqd. (raising depth of manhole masonry to

be paid separately). Rectangular manhole 90x60cm

8 each 964 7712

23

Excavation work by mechanical means (Hydraulic excavator) / manual means in

foundation trenches or drains not exceeding 1.5 m in width or 10 sum on plan

including dressing of sides and ramming of bottoms lift upto 1.5 m, including

getting out the excavated soil and disposal of surplus excavated soil as directed

with a lead in a 50 meter including stacking of useful material if available Hard

Rock (Blasting Prohibited) useful material 30%.

168.42 Cum 670 112841.4

Total A 1456044.1

1

Supplying & fixing 560mm dia SFRC manhole frame in existing

manholes including grouting the frame in PCC M-15complete in all

respect as directed by the Engineer. HD-20 With USE old cover 20 each 0

2

Supplying & fixing 560mm dia SFRC manhole cover HD-20 in

existing manholes& frame including grouting the frame in PCC M-

15complete in all respect as directed by the Engineer. 15 each 0

Total B 0

1456044.1

jodhpur nagar nigam jodhpur nagar nigam jodhpur nagar nigam

SCHEDULE H

Junior Engineer Assistant Engineer Executive Engineer

Bidder Name

:


Sl.

No.


Without Taxes

TOTAL AMOUNT

In Words

1 2 4 5 6 53 55

1 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

ggregate 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 diversion.67.00

Cum 2300

154100.0000 INR One Lakh Fifty Four Thousand One Hundred

Only

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:5.00 Cum 4475.00

22375.0000 INR Twenty Two Thousand Three Hundred & Seventy

Five Only

4 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

.4.00 each 2400.00

9600.0000 INR Nine Thousand Six Hundred Only

5 Providing and constructing of RR stone masonry circular

manholes of "Type-B" with internal dia 1.20m and depth

upto 2.50m havingRR stone masonry wall 300 thick upto

1.5m, 450mm thick from1.50m to 2.50m in cement sand

mortar 1:4, including concretingPCC M-10 grade (1:4:8)

for 225mm thick foundation ncluding curingcompaction

47000.0000 INR Forty Seven Thousand Only

PRICE SCHEDULE

(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender.

Bidders are allowed to enter the Bidder Name and Values only )

Percentage BoQ


Name of Work :- manhole and nallah repair in w.no.2. jyoti nagar .


Validate Print Help

for 225mm thick foundation ncluding curingcompaction

and form work etc complete, PCC M15 for benching

andchannel 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,

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,mming, hydro testing of manhole,

onveyance &cost of water, and dewatering complete as

directed by the Engineer.

Note:- Excavation of earth work and road cutting for

manhole will be

measured and paid separately.

17.40.1 Manhole "Type-B" of depth 1.70 m each

2

each 23500.00

6 Providing and fixing of 60mm thick precast cement

concreteinterlocking paver block casted with rubber

moulds in approvedreflective colour and design having

minimun compressive strength of300 kg/ sq cm. The CC

paving blocks be laid on average 50mm

thick bed of coarse sand and the joint is to be filled with

fine sand.Laying procedure on compacted sub-base as

defined. Complete jobis to be executed as per the

instruction of Engineer incharge. Therates to be inclusive

of all lead & Lifts etc. complete as per specifications.

80mm thick

240 Sqm 641

153840.0000 INR One Lakh Fifty Three Thousand Eight Hundred &

Forty Only

7 Random rubble masonry with hard stone in foundation

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

sand)

9.12 Cum 3770

34382.4000 INR Thirty Four Thousand Three Hundred & Eighty

Two and Paise Forty Only

8 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 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 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. 17.1.1 In all types soils/ saturated soil such as

moorum, sand, sandy silt, clay, black cotton soil, kankar,

etc.Depth upto 1.5 m

30

Cum 197.00

5910.0000 INR Five Thousand Nine Hundred & Ten Only

9 Add extra for over all depth of excavation above 1.5 m

and upto 3.030.00 Cum 14.00

420.0000 INR Four Hundred & Twenty Only

10 Providing at site, lowering & laying in trenches, aligning

& jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 -

1988 (amended up todate) marked and pipes from 300

mm upto 2000 mm manufacturedthrough vertical casting

process all levels with Rubber gasketsEPDM/SBR) for

sewer lines as per IS: 5382 (including cost ofRubber

gaskets lubricants) as per drawing, sectional hydro

testing ofthe sewer pipe line (including cost and

conveyance of water to sitefor testing) etc., complete as

directed by Engineer.Note : E/w to be measured and

paid separately 1000 mm internal diameter

31.00 Mtr 6570.00

203670.0000 INR Two Lakh Three Thousand Six Hundred &

Seventy Only

11 Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with20 mm cement plaster of mix :

1:4 (1 cement : 4 fine/ coarse sand)

115.00 Sqm 192.00

22080.0000 INR Twenty Two Thousand &Eighty Only

12 Carriage of Materials by mechanical transport including

loading,unloading and stacking : 5 km 60

Cum 165.00

9900.0000 INR Nine Thousand Nine Hundred Only

Total in Figures 663277.4000 Six Lakh Sixty Three Thousand Two Hundred &

Seventy Seven and Paise Forty Only




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