BID DOCUMENT FOR CONSTRUCTION WORK OF C.C. ROAD, DISTRIBUTION SYSTEM ,SEWER COLLECTION NETWORK AT VARIOUS AREA OF KHAMBHAT NAGARPALIKA UNDER: SWARNIM JAYANTI MUKHYA MANTRI SAHERI VIKAS YOJANA( OUT GROUTH) GRANT. YEAR: 2025-26.

Total Amount Rs.

Note : 4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017

Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as

per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

Signature of Contractor President Chief Officer

Khambhat Nagarpalika Khambhat Nagarpalika

Khambhat Khambhat

SECTION-7 BILL OF QUANTITIES-207

KHAMBHAT NAGARPALIAK KHAMBHAT

NAME OF WORK:-ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD FORM KRUSHNA KUNJ

SOCIETY TO KHAMBHAT - DHRMAJ ROAD , AT KHAMBHAT.

Item Qty. Description 1%Lab Total Unit Amount

1 84.00 Demolition including stacking of serviceable

Cmt. materilas and disposal of unserviceable

materials with all lead and lift. (i) R.C.C. work 10.21 1030.81 Cmt.

2 210.00 Box Cutting the Road Surface to proper slope

Cmt. and camber for making a base for road work

including removing the excavated stuff and

dopositing to road slope as directed all and lift

etc. complete upto 50 mt.Lead 1.03 104.20 Cmt.

3 126.00 Providing and laying compacted 100 mm thick

Cmt. B.T. Metalling (40 to 63 mm size) using Stone

screening 13.2 mm of 0.16 Cmt./10 Smt. and

0.08 Cmt./10 Smt., Stone Dust including

spreading in uniform layer, watering and

consolidation by vibratory roller achived the

desired density, as per clause.404 of M.O.R.T. &

H. specification etc. complete.

4 126.00 Providing and laying cement concrete 1:3:6 (

Cmt. Cement : 3 Coarse sand : 6 hand broken stone

aggregates 40 mm nominal size ) and curing

complete excluding cost of form work in : (a)

Foundation and plinth 29.76 3005.76 Cmt.

5 126.00 Providing and Laying controlled cement

Cmt. concrete M-200 and curing complete, including

the cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

Slab. 49.69 5018.69 cmt

SBD SECTION-7 BILL OF QUANTITIES-208

6 840.00 Providing Trimix Machine for levelling smooth

Smt. finishing incl. channel fixing electric supply etc &

dewatering of excess water through vaccume

pump incl. transporting for machine etc. comp.

as directed. 0.75 75.75 smt

7 26.00 Supplying premoulded bitumeneous joints

Smt. filler.12mm thick 6.9517 702.12 smt

Nos. Up Gradation of Chamber in Road Level. 13.52 1365.52 Nos.

Add 18% GST Charges, Rs.

Add 2% of Contingency Charges, Rs.

Add 1% Quality Control

SBD SECTION-7 BILL OF QUANTITIES-209

KHAMBHAT NAGARPALIAK KHAMBHAT

NAME OF WORK:-ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD AT OPP. BHAVNATH

MAHADEV MANDIR NEAR NAVRANG CINEMA MAIN ROAD , AT KHAMBHAT.

Item Qty. Description Total Unit Amount

1 87.50 Demolition including stacking of serviceable materilas and

Cmt. disposal of unserviceable materials with all lead and lift.

(i) R.C.C. work 1030.81 Cmt.

2 175.00 Box Cutting the Road Surface to proper slope and camber

Cmt. for making a base for road work including removing the

excavated stuff and dopositing to road slope as directed

all and lift etc. complete upto 50 mt.Lead

3 88.00 Providing and laying compacted 100 mm thick B.T.

Cmt. Metalling (40 to 63 mm size) using Stone screening

mm of 0.16 Cmt./10 Smt. and 0.08 Cmt./10 Smt., Stone

Dust including spreading in uniform layer, watering and

consolidation by vibratory roller achived the desired

density, as per clause.404 of M.O.R.T. & H. specification

4 88.00 Providing and laying cement concrete 1:3:6 ( 1 Cement :

Cmt. Coarse sand : 6 hand broken stone aggregates 40 mm

nominal size ) and curing complete excluding cost of form

work in : (a) Foundation and plinth

5 88.00 Providing and Laying controlled cement concrete M-200

Cmt. and curing complete, including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in Slab.

SBD SECTION-7 BILL OF QUANTITIES-210

6 875.00 Providing Trimix Machine for levelling smooth finishing

Smt. incl. channel fixing electric supply etc & dewatering of

excess water through vaccume pump incl. transporting

for machine etc. comp. as directed.

7 27.00 Supplying premoulded bitumeneous joints filler.12mm thick

Smt. 702.12 smt

8 9 Up Gradation of Chamber in Road Level.

Nos. 1365.52 Nos.

Add 18% GST Charges, Rs.

Add 2% of Contingency Charges, Rs.

Add 1% Quality Control

SBD SECTION-7 BILL OF QUANTITIES-211

KHAMBHAT NAGARPALIKA KHAMBHAT

ESTIMATE FOR DISTRIBUTION SYSTEM FROM SWAMINARAYAN PARK TO SHIVAM PUMPING STATION

SUDHI AT KHAMBHAT

QUANTITY DESCRIPTION PER AMOUNT Rs.

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to the departmental stores

and including cost of jointing meterial etc. complete.

a) Test Pressure 10.0 Kg/cm2

510.00 Rmt. 160 mm Dia Pipes 920.00 Rmt.

Providing at store or a site of work incl. freight, loading,

unloading, stacking insurance, & all taxes etc. complete.

5% of Total of It. No.

1) PVC Specials with ISI Mark Lumsum

Providing and supplying ISI mark CI D/F Sluice valves,

butterfly valves & Reflux valves of following class and

diameter including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, stacking etc. complete.

Sluice valves as per IS - 780 & 2906 /

B. Sluice Valve ISI Mark only

A3) PN-1.6 With hand/wheel cap operated (Alt-1 type long

2.00 Nos. 150 mm dia Sluice valve 6545.00 Nos.

Providing and Supplying C.I. Air valves of approved make &

quality of following class and diameter including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to departmental

stores, stacking etc. complete.

B. Double Acting Air Valve

2.00 Nos. 100 MM Dia Air Valve 5267.00 Nos.

SBD SECTION-7 BILL OF QUANTITIES-212

QUANTITY DESCRIPTION PER AMOUNT Rs.

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified. In all sort of soil and soft murrum.

960.00 Cmt. Upto 1.50 Mt. Depth 102.35 Cmt.

Lowering, laying and jointing in position following C. I. / D/F

Reflux valves, Butterfly valves, Sluice valves and Air valves

including cost of all labour, jointing material, including nut

bolts and giving satisfactory hydraulic testing, etc. complete.

(A3) PN-1 with hand/wheel cap operated (Alt-1 type long body)

2.00 Nos 150 mm dia Sluice valve 672.75 Nos

B. Double Acting Air Valve

2.00 Nos. 100 MM Dia Air Valve 604.90 Nos.

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation concrete

150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to

mm thick, inside cement plaster in C. M. 1:3 and cement

pointing outside in C. M. 1:3 and top cover of precast RCC

slab 100 mm thick (with key hole in two parts, each with

handles or MS Bar etc. complete as given size) Upto 1 Mt.

depth from G. L. to pipe invert level incl. complete civil works

but excl. cost of excavation and refilling, with cast in situ RCC

slab in one single piece with fixing of CI-MH Frame and cover

(incl. cost of CI-MH Frame and cover) with 23 mm thick brick

masonry wall in C.M.1:6

With Precast Slab in two parts 15 cm :

4.00 Nos A. Size of Chamber 1.30 x 1.30 x 1.0 m 13053.65 Nos

SBD SECTION-7 BILL OF QUANTITIES-213

QUANTITY DESCRIPTION PER AMOUNT Rs.

Excavation for pipe line trenches for water supply, sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions

using site rails and stacking excavated stuff including up to all

required lead cleaning the site etc. complete for all lifts and

strata as specified.

200.00 Cmt. For CC 1:2:4 or Asphalt Road 427.80 Cmt.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

950.00 Cmt. radius of 3 km. 25.30 Cmt.

Making job connection for old pipes in connecting the pipeline

with existing main and inserted of special incl. cost of

excavation cutting of pipes, dewatering testing refitting etc.

complete incl. all jointing materials etc. complete (including

cost of specials, pipes and fittings) Job work.

1.00 Nos Connections for Existing Pipes 3335.00 No.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-214

KHAMBHAT NAGARPALIKA KHAMBHAT

COST ESTIMATE FOR SEWER COLLECTION NETWORK AT NEAR KHAMBHAT B/H SMASHAN

MASHANI MELDI MANDIR JATO RASTO , AT KHAMBHAT

Sr No Item Description Unit Quantity Total Rate Amount (in

(in Rupees) Rupees)

A1 Proposed Sewer collection Network

1 Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance,

transportation,freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. Note: One

collar should be supplied with each full length

plain ended RCC pipe, cost included in rates

below. Onerubber ring should be supplied with

each full length socketed pipe, cost included in

2 Lowering, laying and jointing R.C.C. pipes in C.M

1:1 1/2of following in proper position ,grade

and alignment as directed by Engineer in charge

including conveyence from stores to site work,

labour,giving hydraulic testing as per ISI code etc

3 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and

line including safety provisions using site rails and

stacking excavated stuff including up to all

required lead cleaning the site etc. complete for

all lifts and strata as specified.

3.1.1 In All Sorts of soil And Soft Murrum 0.00 To

mt Depth Cmt 675.00 102.35

SBD SECTION-7 BILL OF QUANTITIES-215

3.1.2 In hard rock and / or in C. C. 1:2:4 or RCC with

blasting and chiseling or by chiseling only. Cmt 75.00 427.80

4 Refilling the pipe line trenches incl. ramming,

watering, consolidating disposal of surplus

stuffetc., complete with all lead and lift as

directed within a radius of 3 km Refilling as

directed by the engineer.

1 RCC precast M.H. Frame & Cover Manufacture,

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curring mold work etc.

1.1.1 Frame suitable for 50 cm opening of MH No 25 1121.00

1.1.2 Cover suitable for 50 cm opening of MH No 25 1173.00

2 Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry

in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M.200 fixing C. I.

steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers)

over manholes and houseconnection chambers

and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing

safety chain wherever necessary as per the

stipulations in the type design complete as per

latest CPHEEO manual.(excl. excavation).

Manhole type "A" Circular type having inside

2.1 diameter of 1200 mm for depth upto 1.5 m depth

(for 150 mm to 500 mm dia sewer)

2.1.1 Upto 1.00m depth No 25.00 14005.85

2.1.2 Beyond 1.00m and upto 1.50m depth Rmt 13.00 7622.20

SBD SECTION-7 BILL OF QUANTITIES-216

4 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and

line including safety provisions using site rails and

stacking excavated stuff including up to all

required lead cleaning the site etc. complete for

all lifts and strata as specified.

In All Sorts of soil And Soft Murrum 0.00 To

4.1.1 mt Depth Cmt 60.51 102.35

In hard rock and / or in C. C. 1:2:4 or RCC with

4.1.2 blasting and chiseling or by chiseling only. Cmt 14.41 427.80

5 Providing and casting in situ mass cement

concrete in 1:4:8 proportion using granite

quartzite trap metal of size 25 mm to

mm including consolidation curing etc.

6 Providing and casting in situ C.C. in grade M-

15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table

of IS456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size 6 mm

to 20 mm for RCC work, including scaffolding

centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter

depth or height (excluding cost of

reinforcement and neat finishing) with centering

and shuttering/deshuttering etc. comp. for

structure for other than water retaining.

Add 2 % Contegincy Charges Rs.

Add 1 Q.C Charges Rs.

Add 18 % G.S.T Rs.

SBD SECTION-7 BILL OF QUANTITIES-217

KHAMBHAT NAGARPALIKA KHAMBHAT

NAME OF WORK:-ESTIMATE FOR CONSTRUCTION WORK OF C.C. ROAD FROM HARDIK PARK

SOCIETY TO NAGRA ROAD , AT KHAMBHAT.

Item Qty. Description Total Unit Amount

1 492.50 Box Cutting the Road Surface to proper slope and camber

Cmt. for making a base for road work including removing the

excavated stuff and dopositing to road slope as directed all

and lift etc. complete upto 50 mt.Lead

2 296.00 Providing and laying compacted 100 mm thick B.T.

Cmt. Metalling (40 to 63 mm size) using Stone screening

mm of 0.16 Cmt./10 Smt. and 0.08 Cmt./10 Smt., Stone

Dust including spreading in uniform layer, watering and

consolidation by vibratory roller achived the desired

density, as per clause.404 of M.O.R.T. & H. specification

3 296.00 Providing and laying cement concrete 1:3:6 ( 1 Cement :

Cmt. Coarse sand : 6 hand broken stone aggregates 40 mm

nominal size ) and curing complete excluding cost of form

work in : (a) Foundation and plinth

4 296.00 Providing and Laying controlled cement concrete M-200

Cmt. and curing complete, including the cost of formwork but

excluding the cost of reinforcement for reinforced

concrete work in Slab.

5 1970.00 Providing Trimix Machine for levelling smooth finishing

Smt. incl. channel fixing electric supply etc & dewatering of

excess water through vaccume pump incl. transporting for

machine etc. comp. as directed.

SBD SECTION-7 BILL OF QUANTITIES-218

6 60.00 Supplying premoulded bitumeneous joints filler.12mm thick

Smt. 702.12 smt

Add 18% GST Charges, Rs.

Add 2% of Contingency Charges, Rs.

Add 1% Quality Control

SBD SECTION-7 BILL OF QUANTITIES-219

KHAMBHAT NAGARPALIKA KHAMBHAT

COST ESTIMATE FOR SEWER COLLECTION NETWORK AT HARDIK SOCIETY NAGRA MAIN ROAD

Sr No Item Description Unit Quantity Total Rate Amount (in

(in Rupees) Rupees)

A1 Proposed Sewer collection Network

1 Providing and supplying ISI Standard R.C.C.

pipes(of Sulphate Resisting Cement) in standard

lengths of following class and diameter suitable

for either collar joints or rubber ring joints

including all taxes, insurance,

transportation,freight charges, octroi, inspection

charges, loading, unloading, conveyance to

departmental stores, stacking etc. Note: One

collar should be supplied with each full length

plain ended RCC pipe, cost included in rates

below. Onerubber ring should be supplied with

each full length socketed pipe, cost included in

2 Lowering, laying and jointing R.C.C. pipes in C.M

1:1 1/2of following in proper position ,grade

and alignment as directed by Engineer in charge

including conveyence from stores to site work,

labour,giving hydraulic testing as per ISI code etc

3 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and

line including safety provisions using site rails and

stacking excavated stuff including up to all

required lead cleaning the site etc. complete for

all lifts and strata as specified.

3.1.1 In All Sorts of soil And Soft Murrum 0.00 To

mt Depth Cmt 540.00 102.35

3.1.2 In hard rock and / or in C. C. 1:2:4 or RCC with

blasting and chiseling or by chiseling only. Cmt 60.00 427.80

SBD SECTION-7 BILL OF QUANTITIES-220

4 Refilling the pipe line trenches incl. ramming,

watering, consolidating disposal of surplus

stuffetc., complete with all lead and lift as

directed within a radius of 3 km Refilling as

directed by the engineer.

1 RCC precast M.H. Frame & Cover Manufacture,

supply & Delivery at store or at site of work

precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing

including cost of reinforcement M.S. Angles or

Flat, curring mold work etc.

1.1.1 Frame suitable for 50 cm opening of MH No 20 1121.00

1.1.2 Cover suitable for 50 cm opening of MH No 20 1173.00

2 Providing and constructing Sewer manholes,

scraper manholes and unit house connection

chamber, as per the type design in brick masonry

in C. M. 1:5 and inside and outside 20mm thick

plastering in C. M. 1:3 necessary 100 mm coping

with reinforcement in R.C.C.M.200 fixing C. I.

steps and fixing manhole frame and covers (But

excluding supply of manhole frame and covers)

over manholes and houseconnection chambers

and fixing Manhole covers (but excluding

supplying of manhole covers) over scraper

manhole etc. complete, providing and fixing

safety chain wherever necessary as per the

stipulations in the type design complete as per

latest CPHEEO manual.(excl. excavation).

Manhole type "A" Circular type having inside

2.1 diameter of 1200 mm for depth upto 1.5 m depth

(for 150 mm to 500 mm dia sewer)

2.1.1 Upto 1.00m depth No 20.00 14005.85

2.1.2 Beyond 1.00m and upto 1.50m depth Rmt 10.00 7622.20

4 Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and

struting if required as per required gradient and

line including safety provisions using site rails and

stacking excavated stuff including up to all

required lead cleaning the site etc. complete for

all lifts and strata as specified.

In All Sorts of soil And Soft Murrum 0.00 To

4.1.1 mt Depth Cmt 48.40 102.35

SBD SECTION-7 BILL OF QUANTITIES-221

In hard rock and / or in C. C. 1:2:4 or RCC with

4.1.2 blasting and chiseling or by chiseling only. Cmt 11.52 427.80

5 Providing and casting in situ mass cement

concrete in 1:4:8 proportion using granite

quartzite trap metal of size 25 mm to

mm including consolidation curing etc.

6 Providing and casting in situ C.C. in grade M-

15 (approx. corresp. to prop. 1:2:4)

(proportions as per mix design or as per Table

of IS456 2000 in masses by weigh batching )

using granite, quartzite trap metal of size 6 mm

to 20 mm for RCC work, including scaffolding

centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter

depth or height (excluding cost of

reinforcement and neat finishing) with centering

and shuttering/deshuttering etc. comp. for

structure for other than water retaining.

Add 2 % Contegincy Charges Rs.

Add 1 Q.C Charges Rs.

Add 18 % G.S.T Rs.

SBD SECTION-7 BILL OF QUANTITIES-222

KHAMBHAT NAGARPALIKA KHAMBHAT

ESTIMATE FOR DISTRIBUTION SYSTEM AT HARDIK SOCIETY TO NAGRA MAIN ROAD AT

QUANTITY DESCRIPTION PER AMOUNT Rs.

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with

ring fit joint including cost of rings, as per IS

specification no. 4985/1988 including all local and

central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to the

departmental stores and including cost of jointing meterial

a) Test Pressure 10.0 Kg/cm2

155.00 Rmt. 90 mm Dia Pipes Rmt.

255.00 Rmt. 75 mm Dia Pipes Rmt.

Providing at store or a site of work incl. freight, loading,

unloading, stacking insurance, & all taxes etc. complete.

5% of Total of It. No.

1) PVC Specials with ISI Mark Lumsum

Providing and supplying ISI mark CI D/F Sluice valves,

butterfly valves & Reflux valves of following class and

diameter including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking

Sluice valves as per IS - 780 & 2906 /

B. Sluice Valve ISI Mark only

A3) PN-1.6 With hand/wheel cap operated (Alt-1 type

2.00 Nos. 100 mm dia Sluice valve Nos.

Providing and Supplying C.I. Air valves of approved make

& quality of following class and diameter including all

taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. complete.

B. Double Acting Air Valve

1.00 Nos. 50 MM Dia Air Valve Nos.

SBD SECTION-7 BILL OF QUANTITIES-223

QUANTITY DESCRIPTION PER AMOUNT Rs.

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting if

required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified. In all sort of

soil and soft murrum.

359.00 Cmt. Upto 1.50 Mt. Depth 102.35 Cmt.

Lowering, laying and jointing in position following C. I. / D/F

Reflux valves, Butterfly valves, Sluice valves and Air

valves including cost of all labour, jointing material,

including nut bolts and giving satisfactory hydraulic testing,

(A3) PN-1 with hand/wheel cap operated (Alt-1 type long body)

2.00 Nos 100 mm dia Sluice valve 504.85 Nos

B. Double Acting Air Valve

1.00 Nos. 50 MM Dia Air Valve 435.85 Nos.

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation

concrete 150 mm thick in C. C. 1:4:8 of trap metal size

mm to 40 mm thick, inside cement plaster in C. M. 1:3 and

cement pointing outside in C. M. 1:3 and top cover of

precast RCC slab 100 mm thick (with key hole in two

parts, each with handles or MS Bar etc. complete as given

size) Upto 1 Mt. depth from G. L. to pipe invert level incl.

complete civil works but excl. cost of excavation and

refilling, with cast in situ RCC slab in one single piece with

fixing of CI-MH Frame and cover (incl. cost of CI-MH

Frame and cover) with 23 mm thick brick masonry wall in

With Precast Slab in two parts 15 cm :

3.00 Nos A. Size of Chamber 1.30 x 1.30 x 1.0 m 13053.65 Nos

Excavation for pipe line trenches for water supply,

sewerage line, manhole etc. all with shoring and struting if

required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff

including up to all required lead cleaning the site etc.

complete for all lifts and strata as specified.

90.00 Cmt. For CC 1:2:4 or Asphalt Road 427.80 Cmt.

SBD SECTION-7 BILL OF QUANTITIES-224

QUANTITY DESCRIPTION PER AMOUNT Rs.

Refilling the pipeline trenches incl. ramming, watering,

consolidating desposal of surplus stuff as directed within a

357.00 Cmt. radius of 3 km. 25.30 Cmt.

Making job connection for old pipes in connecting the

pipeline with existing main and inserted of special incl.

cost of excavation cutting of pipes, dewatering testing

refitting etc. complete incl. all jointing materials etc.

complete (including cost of specials, pipes and fittings)

1.00 Nos Connections for Existing Pipes 3335.00 No.

Add :- 2% of Contingency Charges Rs.

Add :- 1% of Qaulity Controll Rs.

SBD SECTION-7 BILL OF QUANTITIES-225