Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge … · 2019-06-07 · Sr. No QUANTITY DESCRIPTION UNIT RATE/UNIT (RS.) AMOUNT (Rs) Name of the Work: Rooftop

Sr. No QUANTITY DESCRIPTION UNITRATE/UNIT

(RS.)

AMOUNT

(Rs)

PART I- CIVIL WORK

I BOREWELL (PART 1)

A Borewell Drilling & Inspection Chamber

i 61 Borewell Drilling of 150mm dia upto 200 ft (Recharge + Production Borewell). Rmt

ii 20 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC casing pipe of 180mm dia Rmt

iii 1 PVC pipe End Cap 180 mm Numbers

iv 1 Yeild Testing Charges Numbers

v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round

G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers

II PROJECT EXECUTION

A Primary Filtration System

i 0 Rainy Filter FL 100 Numbers

ii 3 Rainy Filter FL 200 Numbers

iii 2 Rainy Filter FL 300 Numbers

iv 0 Rainy Filter FL 500 Numbers

v 0 V- Wire Screen with Camber Numbers

B Secondary Filtration System

i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at

the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around

outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up followed

by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon

mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover,

PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all

labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the

drawing, technical specification and direction of the Engineer in charge.

Numbers

ii 1 Providing and Supplying V- Wire Screen in Modular Recharge Pit Numbers

iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater

receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm

from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or

masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips

shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.615

Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to

adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,

watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Shirasgaon Ashram School, Taluka- Trumbak,Dist-Nashik


(RS.)

AMOUNT

(Rs)


v 2.205

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building

area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting

etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

Cum

vi 0.6615

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks

and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven

and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete

shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled

reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS

specification no. 4985 i 1988 excluding GST levred by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading,

conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and rains inch"rding cost of jointingmaterial i.e. solvent cement,

etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only" 2) One

coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates below.AND Lowering,laying and jointing with P.V.C.

pipes and specials of following class and diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except cement solvent,

rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates applied.

Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 225



from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or


shall be got approved from engineer in charge etc.

complete.

Rmt

iii 255



from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or


shall be got approved from engineer in charge etc. complete.

Rmt

iv 0 Providing and Fixing Rain Water PVC Half Roud Gutter 180 mm Including Scaffolding etc. Complete Rmt

v 0 Supplying and Fixing PVC Joint Bracket of 180mm Rmt

vi 0 Supplying and Fixing PVC Stort Stop End of 180mm Rmt

vii 0 Supplying and Fixing PVC Stop End Outlet of 180mm Rmt


(RS.)

AMOUNT

(Rs)


viii 0 Supplying and Fixing PVC Support Bracket of 180mm Rmt

ix 0.5

Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and

drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc.

and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete

Metric Tonne

D Excavation for Pipeline

i 36

Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to



Cum

ii 3.6

Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as

directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By

Mechanical Means

Cum

E Plain Cement Concrete

18.9

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering,

formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.

complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

13.5


formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement

Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.


Cum

F Storge System

i 6000

Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated

inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (G.L.Tank-

500lit-2nos.,5000lit-1)

Liter

ii 1.1132

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and

such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and

honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall

be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible

Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling

etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Rmt

PART II- ELECTRICAL WORK

III BOREWELL (PART 2)


(RS.)

AMOUNT

(Rs)


A Pumping Machinery for Borewell

i 1Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM discharge at 54 to 15 m head & (max. efficiency at 39 m head & 30 lpm)

discharge & delivery pipe of Size-40 mm diameter with a necessary H type clamps as per specification no. WP-SMPEach

ii 100 Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV Rmt

iii 200 Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete Rmt

iv 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp

enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach

v 1 Supplying & erecting PVC coated 5 mm dia Brass Sensor/electrode duly wired with nut & bolts complete Each

vi 55 Supplying and erecting high density polythene pipe ISI mark 40 mm dia. suitable for pressure of 6 kg/cm2 connected to jet/submersible pump with required material complete. Rmt

vii 2 Supplying and erecting ISI mark GI pipe 40 mm. dia. ‘B’ class at position with accessories complete. Specification no. CW-PLB/GP. Rmt

viii 1 Supplying, erecting & marking DPMCB 6A to 32A, C- series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB Each

ix 1 Supplying & erecting CRCA sheet metal one way enclosures suitable for DP MCB /TP MCB /FP MCB erected on angle iron/GI frame complete. Each

B Pumping Machinery for tank

i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm diameter

erected with necessary H type clamps as per specification no. WP-OSPEach

ii 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp


iii 100 Supplying and erecting HMC PVC coduit 25 mm dia. With PVC accessories on wall / ceiling as per specification no. WG-MA/ CON. Rmt

iv 120 Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV Rmt

v 35 Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete Rmt

vi 1 Supplying, erecting & marking DPMCB 6A to 32A, C- series (for motor/power) in provided distribution board as per specification no. SW-SWR/MCB Each

vii 1 Supplying & erecting CRCA sheet metal one way enclosures suitable for DP MCB /TP MCB /FP MCB erected on angle iron/GI frame complete. Each

viii 1 Supplying and erecting non return valve 40 mm dia in position made of gun metal complete. Each

PART III- OTHER SERVICES

ix 1 Water Sample Testing Numbers

ii 1 AMC for 1 year - 1 service LS

iii 2 Control Panel Protecting Box Numbers

iv 1 Borewell round cover of 8 inches dia Numbers

v 1 Water Meter Numbers

TOTAL AMOUNT

CGST

SGST

GRAND TOTAL

Sr. No QUANTITY DESCRIPTION UNIT RATE/UNIT (RS.) AMOUNT (Rs)

PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round

G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers









i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at

the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling

around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up

followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.)

including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole

frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be

inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works

complete as per the drawing, technical specification and direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper

rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm

to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes

on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece

socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.615

Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to



Cum

v 2.205

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building

area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting

etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Thepanpada Ashram School, Taluka- Dindori,Dist-Nashik



vi 0.6615

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks

and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing

uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA

enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS

specification no. 4985 i 1988 excluding GST levred by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading,

conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and rains inch"rding cost of jointingmaterial i.e. solvent cement,

etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only" 2) One

coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates below .AND Lowering,laying and jointing with P.V.C.

pipes and specials of following class and diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except cement solvent,

rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 215



to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes


socket clips shall be got approved from engineer in charge etc.complete.

Rmt

iii 255



to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes


socket clips shall be got approved from engineer in charge etc. complete.

Rmt






ix 0.5

Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and

drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc.

and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete

Metric

Tonne




i 36

Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to



Cum

ii 3.6

Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as

directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By

Mechanical Means

Cum


18.9


formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The

Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant

(Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

13.5


formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The

Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin

etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant

(Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

F Storge System

i 6000

Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated

inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters

(G.L.Tank- 500lit-2nos.,5000lit-1)

Liter

ii 1.1132

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks

and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing

uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA

enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench

filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Rmt




i 1Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM discharge at 54 to

15 m head & (max. efficiency at 39 m head & 30 lpm) discharge & delivery pipe of Size-40 mm diameter with a necessary H type clamps as per specification no. WP-SMPEach

ii 100Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to

1.1 kVRmt

iii 200Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe assembly

completeRmt

iv 1

Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P.,

Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single

phasing, phase reversal, phase imbalance etc

Each









i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9

m & pipe of Suction 50 mm/Delivery 50 mm diameter erected with necessary H type clamps as per specification no. WP-OSPEach

ii 1

Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P.,

Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single

phasing, phase reversal, phase imbalance etc

Each


iv 120Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to

1.1 kVRmt

v 35Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe assembly

completeRmt





i 1 Water Sample Testing Numbers





TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside

and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers









i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including installation of

combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up

to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely

washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-

caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads,

lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary

fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket

with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2

piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.62Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking

and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

v 2.21Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed,

dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical MeansCum

vi 0.66

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water,

Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered

for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with

SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Thanapada Ashram School, Taluka- Dindori,Dist-Nashik



C Collection System

i 0

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS specification no. 4985 i 1988 excluding GST levred

by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and

rains inch"rding cost of jointingmaterial i.e. solvent cement, etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only"

2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates below.AND Lowering,laying and jointing with P.V.C. pipes and specials of following class and

diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC

O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 235


fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket


piece socket clips shall be got approved from engineer in charge etc.complete.

Rmt

iii 245





Rmt






ix 0.50

Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating,

hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and

shade etc. complete

Metric Tonne


i 36Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and

stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

ii 3.60Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the

foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical MeansCum


18.90

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening

them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid

concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix

plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

13.50





Cum



F Storge System

i 6000Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and

fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)Liter

ii 1.11

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel

centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for

rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with


Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe

line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Rmt
















i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm

diameter erected with necessary H type clamps as per specification no. WP-OSPEach















TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in

cement concrete.Numbers









i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around

with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones

followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame &

cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should

be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall

using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and

maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.62Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the

foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

v 2.21Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back

filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical MeansCum

vi 0.66

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening

them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS specification no. 4985 i 1988 excluding GST levred by CCI and GOM in allrespect, inciuding transportation, freight

charges, inspection charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and rains inch"rding cost of jointingmaterial i.e. solvent cement, etc" complete (selffit type to be jointed with cement solvent). Note : U

l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only" 2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates below .AND Lowering,laying and jointing with P.V.C. pipes and specials

of following class and diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates

applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 214


using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and

maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc.complete.

Rmt

iii 255


using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and

maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt





Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Boripada Ashram School, Taluka- Trumbak,Dist-Nashik




ix 0.50Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded

connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. completeMetric Tonne


i 36Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for

the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

ii 3.60Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including

shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical MeansCum


18.90

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and

honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro

processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

13.50

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and

honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro

processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

F Storge System

i 6000Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of

all tanks capacity between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)Liter

ii 1.11

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening

them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD

chowky or as directed etc. complete.Rmt




i 1Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM discharge at 54 to 15 m head & (max. efficiency at 39 m head & 30 lpm) discharge & delivery pipe of Size-40 mm diameter with a

necessary H type clamps as per specification no. WP-SMPEach



iv 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with

IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach







i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm diameter erected with necessary H type clamps as per specification no.

WP-OSPEach

ii 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with

IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach















TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


(RS.)AMOUNT (Rs)

PART I- CIVIL WORK

BOREWELL

I Borewell Drilling & Inspection Chamber

i 61 Borewell Drilling of 150mm dia upto 200 ft (Recharge + Production Borewell). Numbers

ii 20 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC casing pipe of 180mm dia Numbers



v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from

inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers



i Rainy Filter FL 100 Numbers



iv Rainy Filter FL 500 Numbers

v V- Wire Screen with Camber Numbers


i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including installation of

combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up

to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely

washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-

caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads,

lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and direction of the Engineer in charge.

Rmt

ii 1 Providing and Supplying V- Wire Screen in Modular Recharge Pit Cum

iii 3





Cum

iv 6.615Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and


v 2.205Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed,

dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical MeansCum

vi 0.6615

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water,

Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered

for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with


Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Ambe Ashram School, Taluka- Dindori


(RS.)AMOUNT (Rs)


C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS specification no. 4985 i 1988 excluding GST levred

by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and

rains inch"rding cost of jointingmaterial i.e. solvent cement, etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only"

2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates below.AND Lowering,laying and jointing with P.V.C. pipes and specials of following class and

diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For

PVC O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

265


fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket


piece socket clips shall be got approved from engineer in charge etc.

complete.

Rmt

225





Rmt

iii 0 Providing and Fixing Rain Water PVC Half Roud Gutter 180 mm Including Scaffolding etc. Complete Rmt

iv 0 Supplying and Fixing PVC Joint Bracket of 180mm Rmt

v 0 Supplying and Fixing PVC Stort Stop End of 180mm Rmt

vi 0 Supplying and Fixing PVC Stop End Outlet of 180mm Rmt

vii 0 Supplying and Fixing PVC Support Bracket of 180mm Rmt

viii 0.5

Fabrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating,

hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and

shade etc. complete

Cum


i 36Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and


ii 3.6Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the

foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical MeansCum


18.9





Cum

13.5





Cum

F Storge System

i 6000Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and

fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)Cum

ii 1.1132

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel

centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for

rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with


Cum


(RS.)AMOUNT (Rs)


iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe

line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Rmt


III BOREWELL














(RS.)AMOUNT (Rs)



i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm

diameter erected with necessary H type clamps as per specification no. WP-OSPEach














v 1 water metre LS

TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick

Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers



i Rainy Filter FL 100 Numbers



iv Rainy Filter FL 500 Numbers

v V- Wire Screen with Camber Numbers


i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit

including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm

size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of

washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand VSI grade finely washed etc.)

media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the

drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete

as per the drawing, technical specification and direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater receiving recess with

P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved

quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs

for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.62

Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the

building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift

upto 1.5 m.) By Mechanical Means

Cum

v 2.21

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and

spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By

Mechanical Means

Cum

vi 0.66

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items

including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.

complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine

aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS specification no. 4985 i

1988 excluding GST levred by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre

sarne in closed shed duly protected from sun rays and rains inch"rding cost of jointingmaterial i.e. solvent cement, etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of

pipes shall be considerecl for cost of PVC specials for estimate purpose only" 2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe cost of which is included in rates

below.AND Lowering,laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of worlts including cost of all labour, material,

except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Borvat Ashram School, Taluka- Peith,Dist-Nashik



ii 130



quality and number filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs

for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc.

complete.

Rmt

iii 205



quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs

for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt






ix 0.50

Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed

including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and

over it two coats of oil painting of approved quality and shade etc. complete

Metric Tonne


i 36

Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond

the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.

(Lift upto 1.5 m.) By Mechanical Means

Cum

ii 3.60Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering,

preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical MeansCum


18.9

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping,

compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven

and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with


Cum



18.90





Cum

13.50





Cum

F Storge System

i 6000Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to

destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)Liter

ii 1.11

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items

including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc.

complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden

centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine

aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including

removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.Rmt




i 1Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM discharge at 54 to 15 m head & (max.

efficiency at 39 m head & 30 lpm) discharge & delivery pipe of Size-40 mm diameter with a necessary H type clamps as per specification no. WP-SMPEach



iv 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/

voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach







i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50

mm/Delivery 50 mm diameter erected with necessary H type clamps as per specification no. WP-OSPEach

ii 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/

voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach







ix 1 Contingencies LS

x 1 Scrutiny Charges LS









TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete

channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 kg with lid and frame fixed in cement concrete.Numbers









i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m

deep borewell at the floor of recharge pit including installation of combination of solid/perforated PVC casing pipe wrapped around with netlon mesh

including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth

with 25-75mm clean washed gravels from bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine

aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural sand/crushed sand

VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including

arrangement for inlet & outlet pipe excavation & backfilling as shown in the drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding,

transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical

specification and direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992

including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using

approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket

with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any

leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.62

Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated

material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and

necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

Cum

v 2.21

Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres

beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,

watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means

Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Rayate Ashram School, Taluka- Trumbak,Dist-Nashik



vi 0.66

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks,

foundationblocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special

finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering

uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),

with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

C Collection System

i

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of

couplers, as per IS specification no. 4985 i 1988 excluding GST levred by CCI and GOM in allrespect, inciuding transportation, freight charges, inspection

charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and rains inch"rding

cost of jointingmaterial i.e. solvent cement, etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be

considerecl for cost of PVC specials for estimate purpose only" 2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full length pipe

cost of which is included in rates below.AND Lowering,laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of

conveyance from stores to site of worlts including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement

solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 224



approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket


leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc.complete.

Rmt

iii 248



approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket


leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt






ix 0.50

Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per

detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections

without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc.

complete

Metric Tonne




i 36

Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the

excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the

foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means

Cum

ii 3.60

Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking

and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting etc.

complete.(Lift upto 1.5 m.) By Mechanical Means

Cum


18.90

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including

steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and

curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be

covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA

enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade

finely washed etc)

Cum

13.50

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including

steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and

curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be

covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA

enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade

finely washed etc)

Cum

F Storge System

i 6000

Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and

built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet,outlet overflow pipe inclusive of all tanks capacity

between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)

Liter

ii 1.11

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks,

foundationblocks and such other items including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special

finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering

uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),

with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.

With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

iii 150

Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary

excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as

directed etc. complete.

Rmt




i 1

Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM

discharge at 54 to 15 m head & (max. efficiency at 39 m head & 30 lpm) discharge & delivery pipe of Size-40 mm diameter with a necessary H type clamps

as per specification no. WP-SMP

Each

ii 100Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for

voltage grade up to 1.1 kVRmt

iii 200Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe

assembly completeRmt



iv 1

Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable

relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection.

Control Panel should offer single phasing, phase reversal, phase imbalance etc

Each


vi 55Supplying and erecting high density polythene pipe ISI mark 40 mm dia. suitable for pressure of 6 kg/cm2 connected to jet/submersible pump with required

material complete.Rmt





i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475

L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm diameter erected with necessary H type clamps as per specification no. WP-OSPEach

ii 1

Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable

relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection.

Control Panel should offer single phasing, phase reversal, phase imbalance etc

Each


iv 120Supplying and erecting PVC insulated PVC round sheathed 1.5 sq.mm (30 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for

voltage grade up to 1.1 kVRmt

v 35Supplying and fixing flat flexible cable 3 core 2.5 sq mm PVC sheltered submersible type copper cable suitably clamped at fixed intervals with column pipe

assembly completeRmt










TOTAL AMOUNT

CGST

SGST

GRAND TOTAL


PART I- CIVIL WORK

I BOREWELL (PART 1)






v 1Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75

kg with lid and frame fixed in cement concrete.Numbers









i 1

MODULER RECHARGE PIT(Roof Top):- Providing and constructing recharge pit of 2.0m deep and 1.0m dia of pre-cast RCC rings with 6.5" dia x 25m deep borewell at the floor of recharge pit including installation of combination of solid/perforated

PVC casing pipe wrapped around with netlon mesh including 300mm thick sidefilling around outside of RCC rings (annular space) with 40mm size boulders including filling of recharge pit up to 0.5m depth with 25-75mm clean washed gravels from

bottom up followed by 0.5m depth of 10-25mm of clean washed stones followed by 0.5m of washed river fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) including netlon mesh between each gravel/fine aggregate (natural

sand/crushed sand VSI grade finely washed etc.) media layer including covering with RCC slab, manhole frame & cover, PVC rungs, PVC end-caps, fittings etc. including arrangement for inlet & outlet pipe excavation & backfilling as shown in the

drawing.The rate shall be inclusive of all labour, material, wastage, scaffolding, transportation, taxes, including all leads, lifts at all levels. All material should be of approved make. All works complete as per the drawing, technical specification and

direction of the Engineer in charge.

Numbers


iii 3

Providing and fixing P.V.C. Rain water pipes of 160mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592- 1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets,

shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of

pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt

iv 6.615Exacavation Modular Recharge Pit: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed,

dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

v 2.205Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for

the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical MeansCum

vi 0.6615

P.C.C Modular Recharge Pit: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel centering, formwork,

laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only.

Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)

etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)

Cum

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge System at Mhasgan Ashram School, Taluka- Peith,Dist-Nashik



C Collection System

i 0

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable rvater with solvent cement joints including cost of couplers, as per IS specification no. 4985 i 1988 excluding GST levred by CCI and GOM in

allrespect, inciuding transportation, freight charges, inspection charges, Ioading, unloading, conveyance to the departmental stores and stacking ttrre sarne in closed shed duly protected from sun rays and rains inch"rding cost of jointingmaterial i.e. solvent

cement, etc" complete (selffit type to be jointed with cement solvent). Note : U l0 o/o of cost of pipes shall be considerecl for cost of PVC specials for estimate purpose only" 2) One coupler and requircd cement soh,ent shaill lrc pnovided with each full

length pipe cost of which is included in rates below.AND Lowering,laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of worlts including cost of all labour, material, except

cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). Note: For PVC O pipes of all pressure 4 (b) rates applied.Working Pressure 4 Kg./Sq.cm

0 63 mm Rmt

8 75 mm Rmt

8 90 mm Rmt

ii 230


shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number filing the joint using rubber gasket with solvent cement and properly resting the shoe of

pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc.

complete.

Rmt

iii 250


shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of

pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.

Rmt






ix 0.5Fibrication Work for Channelization : Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in

position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. completeMetric Tonne


i 36Excavation for underground pipeline: Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to adistance of 50 m. beyond the building area and stacking and spreading as directed,

dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical MeansCum

ii 3.6Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back

filling, ramming,watering including shoring and strutting etc. complete.(Lift upto 1.5 m.) By Mechanical MeansCum


18.9

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be

provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI

Grade finely washed etc)

Cum

13.5

P.C.C for Road Pipeline: Providing and laying Cast in situ/Ready Mixcement concrete in M20 of trap/ granite/quartzite/gneiss metal for steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be

provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.

(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI

Grade finely washed etc)

Cum

F Storge System

i 6000Storage Tank of capacity - Providing and fixing H.D.P.E container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as

inlet,outlet overflow pipe inclusive of all tanks capacity between 200 to 1000 liters (G.L.Tank- 500lit-2nos.,5000lit-1)Liter



ii 1.1132

Platform for Storage Tank: Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for bed blocks, foundationblocks and such other items including bailing out water, Steel centering, formwork, laying/

pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid

concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.


Cum

iii 150Distribution line: Providing, laying and fixing P.V.C. pipe of 40mm dia. with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying

and stacking the same in PWD chowky or as directed etc. complete.Rmt




i 1Supplying and erecting submersible pumpset of 1.5 KW/2 HP with 230 V, 50 c/s AC supply suitable for 100 mm dia. borewell suitable for 10 to 50 LPM discharge at 54 to 15 m head & (max. efficiency at 39 m head & 30 lpm) discharge & delivery pipe

of Size-40 mm diameter with a necessary H type clamps as per specification no. WP-SMPEach



iv 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder

coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach







i 1Supplying and erecting 1 phase, 230 V, 50 Hz, submersible pump set of 1.5 KW/2HP suitable for erection on open well, pump having discharge 130 / 475 L.P.M., head 21 / 9 m & pipe of Suction 50 mm/Delivery 50 mm diameter erected with necessary H

type clamps as per specification no. WP-OSPEach

ii 1Supplying & erecting automatic control panel for 1 Ph, 230 volt, a.c.. Submersible/centrifugal pump set upto 2 HP consisting of DOL starter Of suitable relay range S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder

coated Vibration proof enclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etcEach













TOTAL AMOUNT

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SGST

GRAND TOTAL

Documents

Name of the Work: Rooftop Rainwater Harvesting and Ground Water Recharge … · 2019-06-07 · Sr. No QUANTITY DESCRIPTION UNIT RATE/UNIT (RS.) AMOUNT (Rs) Name of the Work: Rooftop