BID DOCUMENTS FOR PROVIDING GENERAL TYPE RAIN WATER HARVESTING SYSTEM (RECHARGE WELL) IN VARIOUS AREA OF PADRA NAGARPALIKA UNDER: 15 TH FINANCE SCHEME.

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

Padra Nagarpalika Padra Nagarpalika

SECTION-7 BILL OF QUANTITIES-165

PADRA MUNICIPALITY, PADRA

NAME OF WORK : ESTIMATE FOR PROVIDING GENERAL TYPE RAIN WATER HARVESTING SYSTEM (RECHARGE WELL)

AT TOCHYAPURA AT PADRA

Qty. Description Unit Amount

1 100.00 Drilling pilot bore of size 250/300 mm at above village site in all

Mtr. atarata by mud flush direct rotary rig

2 100.00 Reaming of 250/300 mm dia pilot bore hole to size 550 mm

Mtr. dia.including assembling, jointing, loweringof housing casing screen

pipes & other assembly items with gravel packing and clay ball

3 1.00 Development of bore by air compressor of 600cfm / 150 psi capacity

LS for minimum 06 hours or up to the availability ofs and free discharge

4 60.00 ManufacturingSupply&DeliveryofISIMarked(IS12818withlatestAmen

Rmt. dment)rates Are Exclusive of GST of 200 mm diaUPVC casing pipe

5 40.00 Manufacture, supply and delivery of Cage type trapezoidal shape

Mtr. ("V"') wire wound low carbon, galvanized screen pipe and stainless-

steel screenpipes, confirmingto IS:8110. (Rates are exclusive of

GST)Low carbon, galvanized screen pipe 200 mm dia HEAVY (II) Size:

1) 1.00 mm slot size

6 1.00 Clamps made from MS plate with 3 holes on either side with nuts &

Pair bolts of standard make and suitable size.750mmX75mmX 16 mm flat

to 200 mm dia. pipe. 1643.99 Pair

SBD SECTION-7 BILL OF QUANTITIES-166

7 1.00 Supply of Bore plug having 100mm height made from M.S. Plate with

No. 3 hole satequal distance on circumference for nut-bolts

type,lockingarrangementwithnut-bolts& locknuts of std. Make

complete from5 thickM.S.Plate(ForTapalso) suitable for 200mm 782.57 No.

8 1.00 Supply of Bail plug UPVC of standard make suitable for 200 mm dia

No. pipe 830.27 No.

9 16.50 Supply of gravels of selected size 4 mm to 6 mm

Cmt. 2049.29 Cmt.

10 1.00 Electrologging of pilot bore

Job 18180.00 Job

11 34.86 Excavation for foundation upto 1.5 m

Cmt. depthincludingsortingoutandstackingof useful materials and

disposing off the excavated stuff upto 50Meter lead.(A) Loose or soft

12 7.74 ExcavationforFoundationfromdepth1.5 M. to 3.0M including sorting

Cmt. out and stackingofusefulmaterialsanddisposing of excavated stuff

upto 50m lead (A) (loose or soft soil).

13 21.41 Fillingavailableexcavatedearth(excluding Rock) in trenches. Plinth,

Cmt. sides of foundations etc. in layers not exceeding 20cm. In depth

consolidating each disposited layer by ramming and watering.

14 4.29 Providing and laying cement concrete

Cmt. 1:3:6(1Cement:3Coursesand:6Broken

stoneaggregates40mmnominalsize)and curing complete excluding

cost of form work in (A) Foundation and Plinth.

SBD SECTION-7 BILL OF QUANTITIES-167

15 3.89 Providing and Laying brickwork using common burnt clay building

Cmt. bricks (Conventional)having crushing strength not less

than35Kg./Sq.Cminfoundation and plinth in Cement Mortar. (1:6) (1

16 17.27 Providing10mmthick cement plaster in

Smt. singlecoatonceilingsandsoffitsofstairs for interior plastering and

finishedeven and smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand)

and finishingwith a floating coat of neat cement slurry for all

17 28.94 Providing and fixing M.S.grills of requried pattern to wooden frames

kg of window etc. with M. S. flats at requried spacing sand frame

alround square or round bars with round headed bolts and nuts or

by screws. (A) Plain Grills

18 35.00 Supplying and fixing reinforced concrete heavy dutynon-

Rmt. pressurepipeswithcollars for culverts carryingheavy traffic asper

Indian Railway Standard Specification includingsettingand joining

forpipes in C:M1:2wateringand laying(To level or slope) of I.S. Class

NP-3 of following internal dia mete. 250mmDia. Lowering, layingand

jointing R. C. C. pipes inC.M. 1:11/2of following diameters inproper

position, grade and alignment at all level as directed by Engineer in-

charge including conveyance fromstorestositeofwork, labour,giving

hydraulic testing as per ISI code 250 mm

19 1.00 Testing of Recharge Pit by emptying a tanker of 8000 Land

Nos. measuring the time asper thes pecification sand reporting of the

same 858.50 Nos.

20 2.95 Providing and fixing pre-cast Rubber Dye/ steel Dye inter locking

Sq.Mt concrete block 60 mm thick with grade of concreteM300 pnumatic

compressed/vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mmSand layer for levelling

and filling the joint with sandin proper line and level as per guidlines

SBD SECTION-7 BILL OF QUANTITIES-168

21 1.00 ForGenreal Area :-Horizontal Filtration Module is Precast Modular

Nos Stepwell of M25 grade , designed to capture sediments primarily

from surface runoff water . This Round shape structure has a

circumscribing diameter of approximately 1200 mm and a height of

1600 mm . A part of the top module of is usually kept above the

ground however same can be flushed with ground.100 / 150 mm are

the available height options incase parto f it has to be kept above

the ground level . Top module accommodates indigenously designed

One 200 mm Vwire SS screen Filters with Sand Filter Media

tocapture sediment effectively within the Horizontal

FiltrationModule. Total filtrationarea of this filter is approximately

3000 cm2. Filtration capacity is 8m3 to 10m3 per hour.The semodule

is installed prior to the Sand Filtration Module.Theinletandoutlet of

is 110mm diameter UPVC pipes

22 1.00 For General Area:-Sand Filtration Module M-25gradecement

Nos concrete system for rainwater harvesting with SS304screen and

natural filters. It consists of single module with internal volume of

approximately 0.8cubicmetres that is to be fixed below ground level.

The module is of an round shape with a diameter of approximately

1200mm, Total height of the system is 1600mm. Filtration capacity

& testing up to 8m3 to 10m3 per hour from modular systems only.

The inlet and outlet of the system is 90mmdiameter UPVC pipes.

Module holds a filter of 150MMDia x 0.75mmSlot

and300mmDiax1.0mm Slot SS V wire screen in the length of 500mm

with sand Media . Screen creates entry points for the filtered water.

This module is used for Surface water and the filtered water to get

into is finally

SBD SECTION-7 BILL OF QUANTITIES-169

23 1.00 Submission and approval of survey,

No Hydrogeological investigations at number of locations in

PADRA , working Drawings including all layout sections,

typical details, shop drawings, As-built drawings and submission of

working drawings and implementation schedule as per

priority given by Engineer-In-Charge for approval, etc.

complete. Including 1) Detailed VLF profiling Survey work in a

grid pattern2) Detailed Geophysical Resistivity Test &sub-

surface micro-level VES Investigation work Selected VLF

anomalous point for pinpointing the most feasible location for

Recharge& Roof Top Rain water recharge to be constructed in

premises .3) G.P.S marking of each location by G.P.S. instrument4)

Preparation & Submission of its completely detailed draft report

showing recharge potential in the prescribed area along with their

interpretations specification & designs with feasible location

,Physiography, drainage, Geological, Hydrological, Climate month

wise details ,rain fall data of last 20 years with drilling location,

lithological cross section & submit it final report

METHODS OF INVESTIGATION :-

(1) Geophysical Investigation Method using Schlumberger

configure by Resistivity meter Model No SSR-MPL-1 Micro-

(2) VLF instrument

(3) Remote Sensing Method.

(4) Geo-Electrical Resistivity Method by newly developed latest

IXID software for more accuracy.

(5) Geohydrological Micro-level Investigation.

24 1.00 Job work for cleaning of modules for every Premonsoon for once in

Job years with inbuilt intergral ladder at 1125 mm with safety by water

cleaning system , labours , hand bucket , lari & other tools i.e.

Trikam, Pavda , Rassa ,Battery,G.T. Saliaetc . with disposingsilt as

shown places. Nothing extra to be paid

SBD SECTION-7 BILL OF QUANTITIES-170

25 17.40 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long

Smt. M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats

fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of

galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre,

strained and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc

SBD SECTION-7 BILL OF QUANTITIES-171

PADRA MUNICIPALITY, PADRA

NAME OF WORK : ESTIMATE FOR PROVIDING GENERAL TYPE RAIN WATER HARVESTING SYSTEM (RECHARGE WELL)

AT SARKARI CHORO AT PADRA

Qty. Description Unit Amount

1 100.00 Drilling pilot bore of size 250/300 mm at above village site in all

Mtr. atarata by mud flush direct rotary rig

2 100.00 Reaming of 250/300 mm dia pilot bore hole to size 550 mm

Mtr. dia.including assembling, jointing, loweringof housing casing screen

pipes & other assembly items with gravel packing and clay ball

3 1.00 Development of bore by air compressor of 600cfm / 150 psi capacity

LS for minimum 06 hours or up to the availability ofs and free discharge

4 60.00 ManufacturingSupply&DeliveryofISIMarked(IS12818withlatestAmend

Rmt. ment)rates Are Exclusive of GST of 200 mm diaUPVC casing pipe 'CM'

5 40.00 Manufacture, supply and delivery of Cage type trapezoidal shape

Mtr. ("V"') wire wound low carbon, galvanized screen pipe and stainless-

steel screenpipes, confirmingto IS:8110. (Rates are exclusive of

GST)Low carbon, galvanized screen pipe 200 mm dia HEAVY (II) Size:

1) 1.00 mm slot size 2001.82 Mtr.

6 1.00 Clamps made from MS plate with 3 holes on either side with nuts &

Pair bolts of standard make and suitable size.750mmX75mmX 16 mm flat

to 200 mm dia. pipe.

SBD SECTION-7 BILL OF QUANTITIES-172

7 1.00 Supply of Bore plug having 100mm height made from M.S. Plate with

No. 3 hole satequal distance on circumference for nut-bolts

type,lockingarrangementwithnut-bolts& locknuts of std. Make

complete from5 thickM.S.Plate(ForTapalso) suitable for 200mm 782.57 No.

8 1.00 SupplyofBailplugUPVCofstandardmake suitable for 200 mm dia pipe

9 16.50 Supply of gravels of selected size 4 mm to 6 mm

Cmt. 2049.29 Cmt.

10 1.00 Electrologging of pilot bore

Job 18180.00 Job

11 26.51 Excavation for foundation upto 1.5 m

Cmt. depthincludingsortingoutandstackingof useful materials and disposing

off the excavated stuff upto 50Meter lead.(A) Loose or soft

12 7.74 ExcavationforFoundationfromdepth1.5 M. to 3.0M including sorting

Cmt. out and stackingofusefulmaterialsanddisposing of excavated stuff

upto 50m lead (A) (loose or soft soil). 133.05 Cmt.

13 16.97 Fillingavailableexcavatedearth(excluding Rock) in trenches. Plinth,

Cmt. sides of foundations etc. in layers not exceeding 20cm. In depth

consolidating each disposited layer by ramming and watering.

14 4.01 Providing and laying cement concrete

Cmt. 1:3:6(1Cement:3Coursesand:6Broken

stoneaggregates40mmnominalsize)and curing complete excluding

cost of form work in (A) Foundation and Plinth.

SBD SECTION-7 BILL OF QUANTITIES-173

15 3.61 Providing and Laying brickwork using common burnt clay building

Cmt. bricks (Conventional)having crushing strength not less

than35Kg./Sq.Cminfoundation and plinth in Cement Mortar. (1:6) (1

16 15.47 Providing10mmthick cement plaster in

Smt. singlecoatonceilingsandsoffitsofstairs for interior plastering and

finishedeven and smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand)

and finishingwith a floating coat of neat cement slurry for all

17 28.94 Providing and fixing M.S.grills of requried pattern to wooden frames

kg of window etc. with M. S. flats at requried spacing sand frame alround

square or round bars with round headed bolts and nuts or by screws.

(A) Plain Grills 105.18 kg

18 15.00 Supplying and fixing reinforcedconcrete heavydutynon-

Rmt. pressurepipeswithcollars for culverts carryingheavy traffic asper

Indian Railway Standard Specification includingsettingand joining

forpipes in C:M1:2wateringand laying(To level or slope) of I.S. Class NP-

3 of following internal dia mete. 250mmDia. Lowering, layingand

jointing R. C. C. pipes inC.M. 1:11/2of following diameters inproper

position, grade and alignment at all level as directed by Engineer in-

charge including conveyance fromstorestositeofwork, labour,giving

hydraulic testing as per ISI code 250 mm

19 1.00 Testing of Recharge Pit by emptying a tanker of 8000 Land measuring

Nos. the time asper thes pecification sand reporting of the same

20 2.95 Providing and fixing pre-cast Rubber Dye/ steel Dye inter locking

Sq.Mt concrete block 60 mm thick with grade of concreteM300 pnumatic

compressed/vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mmSand layer for levelling

and filling the joint with sandin proper line and level as per guidlines

SBD SECTION-7 BILL OF QUANTITIES-174

21 1.00 ForGenreal Area :-Horizontal Filtration Module is Precast Modular

Nos Stepwell of M25 grade , designed to capture sediments primarily from

surface runoff water . This Round shape structure has a circumscribing

diameter of approximately 1200 mm and a height of 1600 mm . A part

of the top module of is usually kept above the ground however same

can be flushed with ground.100 / 150 mm are the available height

options incase parto f it has to be kept above the ground level . Top

module accommodates indigenously designed One 200 mm Vwire SS

screen Filters with Sand Filter Media tocapture sediment effectively

within the Horizontal FiltrationModule. Total filtrationarea of this

filter is approximately 3000 cm2. Filtration capacity is 8m3 to 10m3

per hour.The semodule is installed prior to the Sand Filtration

Module.Theinletandoutlet of is 110mm diameter UPVC pipes

22 1.00 For General Area:-Sand Filtration Module M-25gradecement concrete

Nos system for rainwater harvesting with SS304screen and natural filters.

It consists of single module with internal volume of approximately

0.8cubicmetres that is to be fixed below ground level. The module is

of an round shape with a diameter of approximately 1200mm, Total

height of the system is 1600mm. Filtration capacity & testing up to

8m3 to 10m3 per hour from modular systems only. The inlet and

outlet of the system is 90mmdiameter UPVC pipes. Module holds a

filter of 150MMDia x 0.75mmSlot and300mmDiax1.0mm Slot SS V

wire screen in the length of 500mm with sand Media . Screen creates

entry points for the filtered water. This module is used for Surface

water and the filtered water to get into is finally

SBD SECTION-7 BILL OF QUANTITIES-175

23 1.00 Submission and approval of survey,

No Hydrogeological investigations at number of locations in PADRA

, working Drawings including all layout sections, typical details,

shop drawings, As-built drawings and submission of working drawings

and implementation schedule as per priority given by

Engineer-In-Charge for approval, etc. complete. Including 1)

Detailed VLF profiling Survey work in a grid pattern2) Detailed

Geophysical Resistivity Test &sub-surface micro-level VES

Investigation work Selected VLF anomalous point for pinpointing

the most feasible location for Recharge& Roof Top Rain

water recharge to be constructed in premises .3) G.P.S marking of

each location by G.P.S. instrument4) Preparation & Submission of its

completely detailed draft report showing recharge potential in the

prescribed area along with their interpretations specification &

designs with feasible location ,Physiography, drainage, Geological,

Hydrological, Climate month wise details ,rain fall data of last 20 years

with drilling location, lithological cross section & submit it final report

METHODS OF INVESTIGATION :-

(1) Geophysical Investigation Method using Schlumberger configure

by Resistivity meter Model No SSR-MPL-1 Micro-processor

(2) VLF instrument

(3) Remote Sensing Method.

(4) Geo-Electrical Resistivity Method by newly developed latest

IXID software for more accuracy.

(5) Geohydrological Micro-level Investigation.

24 1.00 Job work for cleaning of modules for every Premonsoon for once in

Job years with inbuilt intergral ladder at 1125 mm with safety by water

cleaning system , labours , hand bucket , lari & other tools i.e. Trikam,

Pavda , Rassa ,Battery,G.T. Saliaetc . with disposingsilt as shown

places. Nothing extra to be paid

SBD SECTION-7 BILL OF QUANTITIES-176

25 17.40 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Smt. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised

steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I,staples including fixing the postsin ground with

0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

SBD SECTION-7 BILL OF QUANTITIES-177

PADRA MUNICIPALITY, PADRA

NAME OF WORK : ESTIMATE FOR PROVIDING GENERAL TYPE RAIN WATER HARVESTING SYSTEM (RECHARGE WELL) AT

ON PATDIYA HANUMAN AT PADRA

Qty. Description Unit Amount

1 100.00 Drilling pilot bore of size 250/300 mm at above village site in all atarata

Mtr. by mud flush direct rotary rig

2 100.00 Reaming of 250/300 mm dia pilot bore hole to size 550 mm

Mtr. dia.including assembling, jointing, loweringof housing casing screen

pipes & other assembly items with gravel packing and clay ball spacking

etc 601.96 Mtr.

3 1.00 Development of bore by air compressor of 600cfm / 150 psi capacity for

LS minimum 06 hours or up to the availability ofs and free discharge

4 60.00 ManufacturingSupply&DeliveryofISIMarked(IS12818withlatestAmendm

Rmt. ent)rates Are Exclusive of GST of 200 mm diaUPVC casing pipe 'CM' type

5 40.00 Manufacture, supply and delivery of Cage type trapezoidal shape ("V"')

Mtr. wire wound low carbon, galvanized screen pipe and stainless-steel

screenpipes, confirmingto IS:8110. (Rates are exclusive of GST)Low

carbon, galvanized screen pipe 200 mm dia HEAVY (II) Size: 1) 1.00 mm

6 1.00 Clamps made from MS plate with 3 holes on either side with nuts &

Pair bolts of standard make and suitable size.750mmX75mmX 16 mm flat to

200 mm dia. pipe.

SBD SECTION-7 BILL OF QUANTITIES-178

7 1.00 Supply of Bore plug having 100mm height made from M.S. Plate with

No. hole satequal distance on circumference for nut-bolts

type,lockingarrangementwithnut-bolts& locknuts of std. Make complete

from5 thickM.S.Plate(ForTapalso) suitable for 200mm

8 1.00 SupplyofBailplugUPVCofstandardmake suitable for 200 mm dia pipe

9 16.50 Supply of gravels of selected size 4 mm to 6 mm

Cmt. 2049.29 Cmt.

10 1.00 Electrologging of pilot bore

Job 18180.00 Job

11 26.51 Excavation for foundation upto 1.5 m

Cmt. depthincludingsortingoutandstackingof useful materials and disposing

off the excavated stuff upto 50Meter lead.(A) Loose or soft

12 7.74 ExcavationforFoundationfromdepth1.5 M. to 3.0M including sorting out

Cmt. and stackingofusefulmaterialsanddisposing of excavated stuff upto 50m

lead (A) (loose or soft soil).

13 16.97 Fillingavailableexcavatedearth(excluding Rock) in trenches. Plinth, sides

Cmt. of foundations etc. in layers not exceeding 20cm. In depth consolidating

each disposited layer by ramming and watering.

14 4.01 Providing and laying cement concrete 1:3:6(1Cement:3 Course sand:6

Cmt. Broken stoneaggregates 40mm nominal size)and curing complete

excluding cost of form work in (A) Foundation and Plinth.

SBD SECTION-7 BILL OF QUANTITIES-179

15 3.61 Providing and Laying brickwork using common burnt clay building bricks

Cmt. (Conventional)having crushing strength not less

than35Kg./Sq.Cminfoundation and plinth in Cement Mortar. (1:6) (1

16 15.47 Providing10mmthick cement plaster in

Smt. singlecoatonceilingsandsoffitsofstairs for interior plastering and

finishedeven and smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand)

and finishingwith a floating coat of neat cement slurry for all

17 28.94 Providing and fixing M.S.grills of requried pattern to wooden frames of

kg window etc. with M. S. flats at requried spacing sand frame alround

square or round bars with round headed bolts and nuts or by screws. (A)

18 15.00 Supplying and fixing reinforcedconcrete heavydutynon-

Rmt. pressurepipeswithcollars for culverts carryingheavy traffic asper Indian

Railway Standard Specification includingsettingand joining forpipes in

C:M1:2wateringand laying(To level or slope) of I.S. Class NP-3 of

following internal dia mete. 250mmDia. Lowering, layingand jointing R.

C. C. pipes inC.M. 1:11/2of following diameters inproper position, grade

and alignment at all level as directed by Engineer in-charge including

conveyance fromstorestositeofwork, labour,giving hydraulic testing as

per ISI code 250 mm

19 1.00 Testing of Recharge Pit by emptying a tanker of 8000 Land measuring

Nos. the time asper thes pecification sand reporting of the same

20 2.95 Providing and fixing pre-cast Rubber Dye/ steel Dye inter locking

Sq.Mt concrete block 60 mm thick with grade of concreteM300 pnumatic

compressed/vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mmSand layer for levelling

and filling the joint with sandin proper line and level as per guidlines of

SBD SECTION-7 BILL OF QUANTITIES-180

21 1.00 ForGenreal Area :-Horizontal Filtration Module is Precast Modular

Nos Stepwell of M25 grade , designed to capture sediments primarily from

surface runoff water . This Round shape structure has a circumscribing

diameter of approximately 1200 mm and a height of 1600 mm . A part

of the top module of is usually kept above the ground however same

can be flushed with ground.100 / 150 mm are the available height

options incase parto f it has to be kept above the ground level . Top

module accommodates indigenously designed One 200 mm Vwire SS

screen Filters with Sand Filter Media tocapture sediment effectively

within the Horizontal FiltrationModule. Total filtrationarea of this filter

is approximately 3000 cm2. Filtration capacity is 8m3 to 10m3 per

hour.The semodule is installed prior to the Sand Filtration

Module.Theinletandoutlet of is 110mm diameter UPVC pipes

22 1.00 For General Area:-Sand Filtration Module M-25gradecement concrete

Nos system for rainwater harvesting with SS304screen and natural filters. It

consists of single module with internal volume of approximately

0.8cubicmetres that is to be fixed below ground level. The module is of

an round shape with a diameter of approximately 1200mm, Total height

of the system is 1600mm. Filtration capacity & testing up to 8m3 to

10m3 per hour from modular systems only. The inlet and outlet of the

system is 90mmdiameter UPVC pipes. Module holds a filter of

150MMDia x 0.75mmSlot and300mmDiax1.0mm Slot SS V wire screen

in the length of 500mm with sand Media . Screen creates entry points

for the filtered water. This module is used for Surface water and the

filtered water to get into is finally

SBD SECTION-7 BILL OF QUANTITIES-181

23 1.00 Submission and approval of survey,

No Hydrogeological investigations at number of locations in PADRA

, working Drawings including all layout sections, typical details,

shop drawings, As-built drawings and submission of working drawings

and implementation schedule as per priority given by

Engineer-In-Charge for approval, etc. complete. Including 1)

Detailed VLF profiling Survey work in a grid pattern2) Detailed

Geophysical Resistivity Test &sub-surface micro-level VES

Investigation work Selected VLF anomalous point for pinpointing the

most feasible location for Recharge& Roof Top Rain water

recharge to be constructed in premises .3) G.P.S marking of each

location by G.P.S. instrument4) Preparation & Submission of its

completely detailed draft report showing recharge potential in the

prescribed area along with their interpretations specification &

designs with feasible location ,Physiography, drainage, Geological,

Hydrological, Climate month wise details ,rain fall data of last 20 years

with drilling location, lithological cross section & submit it final report

METHODS OF INVESTIGATION :-

(1) Geophysical Investigation Method using Schlumberger configure

by Resistivity meter Model No SSR-MPL-1 Micro-processor

(2) VLF instrument

(3) Remote Sensing Method.

(4) Geo-Electrical Resistivity Method by newly developed latest

IXID software for more accuracy.

(5) Geohydrological Micro-level Investigation.

24 1.00 Job work for cleaning of modules for every Premonsoon for once in

Job years with inbuilt intergral ladder at 1125 mm with safety by water

cleaning system , labours , hand bucket , lari & other tools i.e. Trikam,

Pavda , Rassa ,Battery,G.T. Saliaetc . with disposingsilt as shown places.

Nothing extra to be paid

SBD SECTION-7 BILL OF QUANTITIES-182

25 17.40 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Smt. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I,staples including fixing the postsin ground with 0.5 M x

0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

SBD SECTION-7 BILL OF QUANTITIES-183

PADRA MUNICIPALITY, PADRA

NAME OF WORK : ESTIMATE FOR PROVIDING GENERAL TYPE RAIN WATER HARVESTING SYSTEM (RECHARGE WELL)

AT NEAR CHIPWAD POND AT PADRA

Qty. Description Unit Amount

1 100.00 Drilling pilot bore of size 250/300 mm at above village site in all atarata

Mtr. by mud flush direct rotary rig

2 100.00 Reaming of 250/300 mm dia pilot bore hole to size 550 mm

Mtr. dia.including assembling, jointing, loweringof housing casing screen

pipes & other assembly items with gravel packing and clay ball spacking

etc 601.96 Mtr.

3 1.00 Development of bore by air compressor of 600cfm / 150 psi capacity

LS for minimum 06 hours or up to the availability ofs and free discharge

4 60.00 ManufacturingSupply&DeliveryofISIMarked(IS12818withlatestAmendm

Rmt. ent)rates Are Exclusive of GST of 200 mm diaUPVC casing pipe 'CM'

5 40.00 Manufacture, supply and delivery of Cage type trapezoidal shape ("V"')

Mtr. wire wound low carbon, galvanized screen pipe and stainless-steel

screenpipes, confirmingto IS:8110. (Rates are exclusive of GST)Low

carbon, galvanized screen pipe 200 mm dia HEAVY (II) Size: 1) 1.00 mm

slot size 2001.82 Mtr.

6 1.00 Clamps made from MS plate with 3 holes on either side with nuts &

Pair bolts of standard make and suitable size.750mmX75mmX 16 mm flat

to 200 mm dia. pipe.

SBD SECTION-7 BILL OF QUANTITIES-184

7 1.00 Supply of Bore plug having 100mm height made from M.S. Plate with

No. hole satequal distance on circumference for nut-bolts

type,lockingarrangementwithnut-bolts& locknuts of std. Make

complete from5 thickM.S.Plate(ForTapalso) suitable for 200mm

8 1.00 SupplyofBailplugUPVCofstandardmake suitable for 200 mm dia pipe

9 16.50 Supply of gravels of selected size 4 mm to 6 mm

Cmt. 2049.29 Cmt.

10 1.00 Electrologging of pilot bore

Job 18180.00 Job

11 26.51 Excavation for foundation upto 1.5 m

Cmt. depthincludingsortingoutandstackingof useful materials and disposing

off the excavated stuff upto 50Meter lead.(A) Loose or soft

12 7.74 ExcavationforFoundationfromdepth1.5 M. to 3.0M including sorting

Cmt. out and stackingofusefulmaterialsanddisposing of excavated stuff upto

50m lead (A) (loose or soft soil).

13 16.97 Fillingavailableexcavatedearth(excluding Rock) in trenches. Plinth, sides

Cmt. of foundations etc. in layers not exceeding 20cm. In depth

consolidating each disposited layer by ramming and watering.

14 4.01 Providing and laying cement concrete 1:3:6(1 Cement:3 Course sand:6

Cmt. Broken stone aggregates 40mm nominal size) and curing complete

excluding cost of form work in (A) Foundation and Plinth.

SBD SECTION-7 BILL OF QUANTITIES-185

15 3.61 Providing and Laying brickwork using common burnt clay building

Cmt. bricks (Conventional)having crushing strength not less

than35Kg./Sq.Cminfoundation and plinth in Cement Mortar. (1:6) (1

16 15.47 Providing10mmthick cement plaster in

Smt. singlecoatonceilingsandsoffitsofstairs for interior plastering and

finishedeven and smooth in. Cement Mortar 1:4 ( 1 Cement : 4 Sand)

and finishingwith a floating coat of neat cement slurry for all

17 28.94 Providing and fixing M.S.grills of requried pattern to wooden frames of

kg window etc. with M. S. flats at requried spacing sand frame alround

square or round bars with round headed bolts and nuts or by screws.

(A) Plain Grills 105.18 kg

18 15.00 Supplying and fixing reinforcedconcrete heavydutynon-

Rmt. pressurepipeswithcollars for culverts carryingheavy traffic asper Indian

Railway Standard Specification includingsettingand joining forpipes in

C:M1:2wateringand laying(To level or slope) of I.S. Class NP-3 of

following internal dia mete. 250mmDia. Lowering, layingand jointing R.

C. C. pipes inC.M. 1:11/2of following diameters inproper position,

grade and alignment at all level as directed by Engineer in-charge

including conveyance fromstorestositeofwork, labour,giving hydraulic

testing as per ISI code 250 mm

19 1.00 Testing of Recharge Pit by emptying a tanker of 8000 Land measuring

Nos. the time asper thes pecification sand reporting of the same

20 2.95 Providing and fixing pre-cast Rubber Dye/ steel Dye inter locking

Sq.Mt concrete block 60 mm thick with grade of concreteM300 pnumatic

compressed/vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35mmSand layer for levelling

and filling the joint with sandin proper line and level as per guidlines of

SBD SECTION-7 BILL OF QUANTITIES-186

21 1.00 ForGenreal Area :-Horizontal Filtration Module is Precast Modular

Nos Stepwell of M25 grade , designed to capture sediments primarily from

surface runoff water . This Round shape structure has a circumscribing

diameter of approximately 1200 mm and a height of 1600 mm . A part

of the top module of is usually kept above the ground however same

can be flushed with ground.100 / 150 mm are the available height

options incase parto f it has to be kept above the ground level . Top

module accommodates indigenously designed One 200 mm Vwire SS

screen Filters with Sand Filter Media tocapture sediment effectively

within the Horizontal FiltrationModule. Total filtrationarea of this filter

is approximately 3000 cm2. Filtration capacity is 8m3 to 10m3 per

hour.The semodule is installed prior to the Sand Filtration

Module.Theinletandoutlet of is 110mm diameter UPVC pipes

22 1.00 For General Area:-Sand Filtration Module M-25gradecement concrete

Nos system for rainwater harvesting with SS304screen and natural filters. It

consists of single module with internal volume of approximately

0.8cubicmetres that is to be fixed below ground level. The module is of

an round shape with a diameter of approximately 1200mm, Total

height of the system is 1600mm. Filtration capacity & testing up to

8m3 to 10m3 per hour from modular systems only. The inlet and outlet

of the system is 90mmdiameter UPVC pipes. Module holds a filter of

150MMDia x 0.75mmSlot and300mmDiax1.0mm Slot SS V wire screen

in the length of 500mm with sand Media . Screen creates entry points

for the filtered water. This module is used for Surface water and the

filtered water to get into is finally

SBD SECTION-7 BILL OF QUANTITIES-187

23 1.00 Submission and approval of survey,

No Hydrogeological investigations at number of locations in PADRA

, working Drawings including all layout sections, typical details,

shop drawings, As-built drawings and submission of working drawings

and implementation schedule as per priority given by

Engineer-In-Charge for approval, etc. complete. Including 1)

Detailed VLF profiling Survey work in a grid pattern2) Detailed

Geophysical Resistivity Test &sub-surface micro-level VES

Investigation work Selected VLF anomalous point for pinpointing

the most feasible location for Recharge& Roof Top Rain water

recharge to be constructed in premises .3) G.P.S marking of each

location by G.P.S. instrument4) Preparation & Submission of its

completely detailed draft report showing recharge potential in the

prescribed area along with their interpretations specification &

designs with feasible location ,Physiography, drainage, Geological,

Hydrological, Climate month wise details ,rain fall data of last 20 years

with drilling location, lithological cross section & submit it final report

METHODS OF INVESTIGATION :-

(1) Geophysical Investigation Method using Schlumberger configure

by Resistivity meter Model No SSR-MPL-1 Micro-processor

(2) VLF instrument

(3) Remote Sensing Method.

(4) Geo-Electrical Resistivity Method by newly developed latest

IXID software for more accuracy.

(5) Geohydrological Micro-level Investigation.

24 1.00 Job work for cleaning of modules for every Premonsoon for once in

Job years with inbuilt intergral ladder at 1125 mm with safety by water

cleaning system , labours , hand bucket , lari & other tools i.e. Trikam,

Pavda , Rassa ,Battery,G.T. Saliaetc . with disposingsilt as shown places.

Nothing extra to be paid

SBD SECTION-7 BILL OF QUANTITIES-188

25 17.40 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S.

Smt. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to

posts with G.I,staples including fixing the postsin ground with 0.5 M x

0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

SBD SECTION-7 BILL OF QUANTITIES-189