Water Supply And Sanitation Department Tender

Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.

Water Supply And Sanitation Department Tender

Coronavirus COVID 19

Eprocure

Gondia, Maharashtra

Opening Date5 Aug 2019

Closing DateCancelled

Tender Amount₹ 19,80,36,239

Email

Download

Costs

EMD
₹ 9,90,200
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Gondia Peri Urban Water Supply Scheme Phase Ii Tah. Dist.gondia

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2019_COJAL_471606_1
Bid Award Id
View
Tender No
E-Tender No. 09/2019-20
Tender Authority
Water Supply And Sanitation Department View
Purchaser Address
-
Website
http://https://dwss.punjab.gov.in/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-23.1 MBTendernotice_1.pdf

NIT

Tender Notice-11.1 MB9WaniTolaModel.pdf

9 Wani Tola-Model

BOQ-1934.4 kBBOQ_822274.xls

BOQ

Corrigendum-2890.1 kBPeriUrbanPh2time.p...PeriUrbanPh2time.pdf

Corrigendum-1528.3 kBPeriurbanPrebidext...PeriurbanPrebidextrapoints.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

For lift 1.5 to 3.0 m.

Quantity40.3

Rate-

Amount 447

Item No. 2 : Excavation in general in hard materialcomprising of soft rock, hard rock, Manjararock, etc, by blasting / controlled blasting,chiselling as required in wet or dry condition forHead Works i.e. Intake Well, Connecting Pipe,Jack Well, Pump House, supply Well, etc. for lift0 to 1.5 M and lead of 150 M includingbaricading, guarding, disposing off surplusexcavated stuff within a radius of 0.5 km. asdirected by Engineer-in-charge,excluding refilling

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity27.7

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity17.54

Rate-

Amount 978

Item No. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc.cement is permitted.).M-150

Quantity-

Rate-

Amount -

For lift 4.5 to 6.0 m.

Quantity0.23

Rate-

Amount 6384.85

Item No. 4 :Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum ickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad,Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 5 to 10.00 m. at bottom

Quantity1.84

Rate-

Amount 9729.14

II) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity12.76

Rate-

Amount 9559.64

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity7.65

Rate-

Amount 9559.64

III) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity1.92

Rate-

Amount 9559.64

Item No. 5 : Providing and fixing in position steel barreinforcement of various diameters for RCC piles,caps, footings, foundations, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending hooking the bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire).Fe500

Quantity-

Rate-

Amount -

Lift 0 to 5.0 m

Quantity1.76

Rate-

Amount 57884

Lift 5.0 to 10.0 m

Quantity0.22

Rate-

Amount 60778.2

Item No. 6 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.Including guide rod etc complete

Quantity750

Rate-

Amount 79

Items No.7 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Quantity10

Rate-

Amount 1362

Items No 8 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious /semipervious materials on both side of B.C.soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-incharge.

Quantity1257.81

Rate-

Amount 694

Items No.9:-Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity2000

Rate-

Amount 106

Items No.10 :-Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

Quantity1

Rate-

Amount 2924

Items No.11:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 76330

Items No.12 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity92.71

Rate-

Amount 72

Sub No.-2 Construction of Inspection Well No 1 , 3 mtr. Diameter and 10 m overall Depth

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling.For Intake well.For Intake well

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity72.56

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity55.25

Rate-

Amount 447

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity40.3

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity40.3

Rate-

Amount 978

For lift 6.0 to 7.5 m.

Quantity27.7

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity27.7

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity8.31

Rate-

Amount 1053

Item No. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)For lift 5 to 10 m.

Quantity-

Rate-

Amount -

M-150

Quantity0.23

Rate-

Amount 6384.85

Item No. 4 :Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum ickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad,Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 5 to 10.00 m. at bottom

Quantity1.84

Rate-

Amount 9729.14

II) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity12.76

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity10.21

Rate-

Amount 10349.54

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity2.01

Rate-

Amount 9559.64

III) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity1.36

Rate-

Amount 9559.64

Item No. 5 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).Fe500

Quantity-

Rate-

Amount -

Lift 0 to 5.0 m

Quantity1.94

Rate-

Amount 57884

Lift 5.0 to 10.0 m

Quantity1.45

Rate-

Amount 60778.2

Item No. 6 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Including guide rod etc complete

Quantity750

Rate-

Amount 79

Items No.7 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Quantity10

Rate-

Amount 1362

Items No.8:- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity2000

Rate-

Amount 106

Items No.9 :- Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

Quantity1

Rate-

Amount 2924

Items No.10:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 76330

Items No.11 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity181.25

Rate-

Amount 72

Sub-Work 3 Construction of Inspection Well No 2 :- , 3 mtr. Diameter and 10.5 overall Depth

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Intake well

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity72.56

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity55.25

Rate-

Amount 447

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity40.3

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity40.3

Rate-

Amount 978

For lift 6.0 to 7.5 m.

Quantity27.7

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity27.7

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity17.54

Rate-

Amount 1053

Item No. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)For lift 5 to 10 m.

Quantity-

Rate-

Amount -

M-150

Quantity0.23

Rate-

Amount 6384.85

Item No. 4 :Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum ickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad,Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 5 to 10.00 m. at bottom

Quantity1.84

Rate-

Amount 9729.14

II) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity12.76

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity11.48

Rate-

Amount 10349.54

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity2.01

Rate-

Amount 9559.64

III) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity1.36

Rate-

Amount 9559.64

Item No. 5 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies,staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). Fe500

Quantity-

Rate-

Amount -

Lift 0 to 5.0 m

Quantity1.94

Rate-

Amount 57884

Lift 5.0 to 10.0 m

Quantity1.6

Rate-

Amount 60778.2

Item No. 6 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Including guide rod etc complete

Quantity750

Rate-

Amount 79

Items No.7 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Quantity12

Rate-

Amount 1362

Items No.8:- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity2000

Rate-

Amount 106

Items No.9 :- Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

Quantity1

Rate-

Amount 2924

Items No.10:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 76330

Items No.11 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity185.67

Rate-

Amount 72

Sub-Work 4 Construction of Inspection Well No.3 :- 3 m. Diameter and 11.5 overall Depth

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Intake well

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity72.56

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity55.25

Rate-

Amount 447

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity40.3

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity40.3

Rate-

Amount 978

For lift 6.0 to 7.5 m.

Quantity40.3

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity27.7

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity27.7

Rate-

Amount 1053

For lift 10.5 to 12. m.

Quantity8.31

Rate-

Amount 1078

Item No. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.).For lift 5 to 10 m.

Quantity-

Rate-

Amount -

M-150

Quantity0.23

Rate-

Amount 6384.85

Item No. 4 :Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum ickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad,Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 10.0 to 15.0 m. bottom

Quantity1.84

Rate-

Amount 10462.64

II) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity12.76

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity12.76

Rate-

Amount 10349.54

For lift 10.0 to 15.0 m.

Quantity1.28

Rate-

Amount 11139.44

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity2.01

Rate-

Amount 9559.64

III) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m. at top

Quantity1.36

Rate-

Amount 9559.64

Item No. 5 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).Fe500

Quantity-

Rate-

Amount -

Lift 0 to 5.0 m

Quantity1.94

Rate-

Amount 57884

Lift 5.0 to 10.0 m

Quantity1.75

Rate-

Amount 60778.2

For lift 10.0 to 15.0 m.

Quantity0.37

Rate-

Amount 63672.4

Item No. 6 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Including guide rod etc complete

Quantity750

Rate-

Amount 79

Items No.7 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Quantity15

Rate-

Amount 1362

Items No.8:- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity2000

Rate-

Amount 106

Items No.9 :- Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

Quantity1

Rate-

Amount 2924

Items No.10:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 76330

Items No.11 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity206.64

Rate-

Amount 72

Sub-Work 5: Construction of Inspection Well No 4 :- 3 m. Diameter and 13.0 m. Depth

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Intake well

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity92.22

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity72.56

Rate-

Amount 447

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity55.25

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity55.25

Rate-

Amount 978

For lift 6.0 to 7.5 m.

Quantity40.3

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity40.3

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity27.7

Rate-

Amount 1053

For lift 10.5 to 12. m.

Quantity27.7

Rate-

Amount 1078

For lift 10.5 to 12. m.

Quantity8.31

Rate-

Amount 1103

Item No. 3 : Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)M-150

Quantity-

Rate-

Amount -

For lift 5 to 10 m.

Quantity0.23

Rate-

Amount 6384.85

Item No. 4 :Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by ngineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum ickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad,Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 10.0 to 15.0 m. bottom

Quantity1.84

Rate-

Amount 10462.64

II) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity12.76

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity12.76

Rate-

Amount 10349.54

For lift 10.0 to 15.0 m.

Quantity5.1

Rate-

Amount 11139.44

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity2.01

Rate-

Amount 9559.64

III) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m. at top

Quantity1.36

Rate-

Amount 9559.64

Item No. 5 : Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).Fe500

Quantity-

Rate-

Amount -

Lift 0 to 5.0 m

Quantity1.94

Rate-

Amount 57884

Lift 5.0 to 10.0 m

Quantity1.53

Rate-

Amount 60778.2

For lift 10.0 to 15.0 m.

Quantity0.83

Rate-

Amount 63672.4

Item No. 6 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.Including guide rod etc complete

Quantity750

Rate-

Amount 79

Items No.7 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.

Quantity15

Rate-

Amount 1362

Items No.8:- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity2000

Rate-

Amount 106

Items No.9 :- Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete

Quantity1

Rate-

Amount 2924

Items No.10:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 76330

Items No.11 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity299.39

Rate-

Amount 72

Sub work No.6 Connecting main having Length 250 m Diameter 500 mm DIK-7

Quantity-

Rate-

Amount -

Item No. 1 Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House,Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc.complete excluding refilling. For all connceting pipe 1,2,3,4,5. Intake Well to Insp. Well No.1 , Insp.Well No. 1 to Insp.Well No.2 , Insp.Well No.2 to Insp.Well 3, Insp.Well No.3 to.insp.Well No4 , Insp. well No 4 to Jackwell.

Quantity-

Rate-

Amount -

Chainage 0 to 25 m and 25 to 50M.

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity1762.5

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity1387.5

Rate-

Amount 447

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting,chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe,Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For all connceting pipe 1,2,3,4,5. Intake Well to Insp. Well No.1 , Insp.Well No. 1 to Insp.Well No.2 , Insp.Well No.2 to Insp.Well 3, Insp.Well No.3 to.insp.Well No4 , Insp. well No 4 to Jackwell.

Quantity-

Rate-

Amount -

Chainage 0 to 25 m and 25 to 50M.

Quantity-

Rate-

Amount -

For lift 3 to 4.5 m.

Quantity1009.13

Rate-

Amount 953

For lift 4.5 to 6.0 m.

Quantity693.75

Rate-

Amount 978

For lift 6.0 to 7.5 m.

Quantity528.75

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity304.75

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity181.87

Rate-

Amount 1053

For lift 10.5 to 12 m.

Quantity65.63

Rate-

Amount 1078

Items No. 3 :- Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading,stacking etc. completed as directed by Engineer in charges (IS 8329-2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets.

Quantity-

Rate-

Amount -

500 mm dia DI K-7 Pipe with rubber Ring

Quantity250

Rate-

Amount 5349.6

Items No. 4:- Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820.

Quantity-

Rate-

Amount -

500 mm dia DI K-7 Pipe without rubber ring

Quantity250

Rate-

Amount 253

Item No. 5 : - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.of Dia.350 and above.

Quantity1070

Rate-

Amount 125

Items No.10:Dewatering the excavated pools of water in the well works/connecting main work by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 1146750

Item No. 7 :- Refilling the trenches with available excavated stuff with soft material over pipeline and then hard material in layer of 15cm with all leads and lift including consolidation.surcharges etc complete.

Quantity5880.15

Rate-

Amount 72

Sub work No.7 Jack well, 6 m Dia 19.46m deep below GL with overhead pumphouse size 6 m dia. x height 5 m in Pindkepar reservoir

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House,Supply Well, etc. for lift 0 to 1.5 M and lead of150 M including baricating, gurading, disposingoff surplus excavated stuff within a radius of 0.5km. as directed by Engineer-in- charge, etc. complete excluding refilling.For Jackwell

Quantity-

Rate-

Amount -

For lift 0 to 1.5 m.

Quantity244.17

Rate-

Amount 422

For lift 1.5 to 3.0 m.

Quantity211.43

Rate-

Amount 447

For lift 3.0 to 4.5 m.

Quantity181.05

Rate-

Amount 472

For lift 4.5 to 6.0 m.

Quantity153.03

Rate-

Amount 497

Item No. 2 : Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.

Quantity-

Rate-

Amount -

For lift 6.00 to 7.5 m.

Quantity127.36

Rate-

Amount 1003

For lift 7.5 to 9.0 m.

Quantity120.12

Rate-

Amount 1028

For lift 9.0 to 10.5 m.

Quantity113.09

Rate-

Amount 1053

For lift 10.5 to 12 m.

Quantity106.27

Rate-

Amount 1078

for lift 12 to 13.5 m

Quantity99.66

Rate-

Amount 1103

for lift 13.5 to 15.0 m

Quantity93.27

Rate-

Amount 1128

for lift 15 to 16.5 m

Quantity87.09

Rate-

Amount 1153

for lift 16.5 to 18 m

Quantity81.12

Rate-

Amount 1178

for lift 18 to 19.5 m

Quantity73.45

Rate-

Amount 1203

Item No.3 :- Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc.cement is permitted.) M-150 Grade

Quantity-

Rate-

Amount -

PCC M-150

Quantity6.62

Rate-

Amount 6384.85

Item No. 4 :- Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-chargeincluding normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction,finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-300 only.Use of L&T, A.C. C., Ambuja, Birla Gold,Manikgad, Rajashree, etc. cement is permitted)(excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

For RCC Beam. (M-300)

Quantity-

Rate-

Amount -

For lift 15.00 to 20.00 m. at bottom

Quantity16.08

Rate-

Amount 11196.14

For lift 5.0 to 10.00 m.below base slab

Quantity4.82

Rate-

Amount 9729.14

For RCC Beam. (M-250)

Quantity-

Rate-

Amount -

For lift 5 to 10.00 Ring beam below roof slab

Quantity3.56

Rate-

Amount 9501.44

For lift 5.0 to 10.00 m.for lintel for corbel.

Quantity1.78

Rate-

Amount 9501.44

III) For RCC Vertical wall (M-300)

Quantity-

Rate-

Amount -

Below G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity40.19

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity40.19

Rate-

Amount 10349.54

For lift 10 to 15.0 m.

Quantity40.19

Rate-

Amount 11139.44

For lift 15 to 20.0 m.

Quantity35.87

Rate-

Amount 11929.34

Above G.L.

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity30.14

Rate-

Amount 9559.64

For lift 5.0 to 10.0 m.

Quantity4.22

Rate-

Amount 10349.54

IV) Chajja (M - 250)

Quantity-

Rate-

Amount -

For lift 5.0 to 10.0 m.

Quantity0.77

Rate-

Amount 10082.24

For lift 5.0 to 10.0 m.

Quantity0.29

Rate-

Amount 10082.24

V) For R.C.C. Slab M-300

Quantity-

Rate-

Amount -

For lift 15.0 to 20.0 m.

Quantity11.54

Rate-

Amount 11929.34

For lift 5.0 to 10.0 m. above G.L slab of P/H.

Quantity6.63

Rate-

Amount 10349.54

V) For R.C.C. Slab M-250

Quantity-

Rate-

Amount -

For lift 5.0 to 10.0 m. above G.L Gallery

Quantity4.24

Rate-

Amount 10121.84

For lift 10 to 15.0 m. for P/H Roof slab

Quantity6.8

Rate-

Amount 10891.04

Landing Lift 5 to 10

Quantity0.72

Rate-

Amount 10121.84

VI) For R.C.C. Column M-250

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity3.07

Rate-

Amount 8905.64

For lift 5.0 to 10.0 m.P/H

Quantity3.07

Rate-

Amount 9630.14

Item No. 5 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles,caps, footings, foundations, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required, etc. complete. (including cost of binding wire).Fe500

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity8.81

Rate-

Amount 57884

For lift 5.0 to 10.0 m.

Quantity7.22

Rate-

Amount 60778.2

For lift 10.0 to 15.0 m.

Quantity5.64

Rate-

Amount 63672.4

For lift 15.0 to 20.0 m.

Quantity5.69

Rate-

Amount 66566.6

1Item No. 6 : - Providing IInd class B.B. masonry conventional /I.S. type bricks in cm(1:6) with 30% mortar super structure including striking out joints, raking out joints watering and scaffolding etc. complete. B.B.masonry in CM 1:6, etc. complete

Quantity18.98

Rate-

Amount 6004

Item No. 7 : - Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc complete. (I.S. 62481979) (With mechanical gear)

Quantity9

Rate-

Amount 4174

Item No. 8 : - Supplying and fixing in position Aluminium extruded section Four track sliding windows upto 1.2 metre height, outer frame made from section of over all size 80 mm x 45 mm, bottom section with or without drain section, track weighing 0.90 kg per metre and top and side section weighing 0.838 kg per running metre with shutter orsections made of 19 mm x 40 mm size having average weight of 0.6 k per running metre(or asrequired size) with change in proportionate weight,with 5.00 mm selected quality plain sheet glass fixed with new neoprene gasket shutters to be provided with nylon encased stainless rollers,necessary locks and handles complete.

Quantity9

Rate-

Amount 6558

1Item No. 9 : - Providing cement plaster 12 mm. thick in 2 coats in cement mortar 1:4 with/without cement/neeru finish to concrete, brick or stone surface in all positions including scaffolding, curing, etc. inside plaster and outside plaster

Quantity164.76

Rate-

Amount 231.88

Item No. 10 :- Providing stuctural steel work in single stanchions composed of RSJ, channel, etc,with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc.as per detailed design and drawing or as directed by Engineer-in-charge including cutting,fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.

Quantity0.78

Rate-

Amount 63225

Items No.11:Dewatering the excavated pools of water in the well works by using pumps and other devices including cost of machinary,fuel and labour involved etc complete and disposing of water to safe distance as directed by Engineer in Charge.etc complete.

Quantity1

Rate-

Amount 228977

1Items No.12 :-Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity984.74

Rate-

Amount 72

Item No. 13 :- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete

Quantity30

Rate-

Amount 873

Item No 14 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc.complete.

Quantity76.2

Rate-

Amount 39.5

Item No. 15 :- Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete.

Quantity88.56

Rate-

Amount 86

Items No. 16 :-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc.complete as directed by Engineer-in-charge.

Quantity40

Rate-

Amount 1362

Items No. 17 :- Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding,cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc.complete as directed by Engineer-in-charge.

Quantity6

Rate-

Amount 4698

Items No.18 :- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials,labour, operating pedestal, connecting rod,painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-incharge.

Quantity3000

Rate-

Amount 106

Items No. 19:- Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5 M long with a knob at end and with conical spike at top, copper tape conductor 20x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes. For 15 M long tape.

Quantity1

Rate-

Amount 12720

Items No. 20:- Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C.,Ambuja, Birla Gold, Manikgad, Rajashree, etc.cement is permitted.) M-150 (As per rate analysis) for flooring at pump house floor slab

Quantity3.62

Rate-

Amount 6384.85

Item No. 21 :Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge. Including guide rod etc complete

Quantity750

Rate-

Amount 79

Sub work No.8 Constructing RCC Approach Bridge to JackWell, Length 100 Rmt.

Quantity-

Rate-

Amount -

Item No. 1 : Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Foundation of bridge in Headwork Area.

Quantity-

Rate-

Amount -

lift 0 to 1.5m

Quantity262.44

Rate-

Amount 422

Item No. 2 : - Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

Quantity-

Rate-

Amount -

For lift 1.5 to 3.0 m. ( M-150)

Quantity23.41

Rate-

Amount 6384.85

Item No. 3 :- Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop- ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

R.C.C Foundation (M-300) For lift 0.0 to 5.0 m.

Quantity42.53

Rate-

Amount 7890.64

For RCC Beam. (M-250) For lift 0 to 5.0 m. longitudinal beam & For platform

Quantity38.6

Rate-

Amount 8788.64

For Braces (M-250) For lift 0 to 5.0 m. & 2 tiers=2x4

Quantity25.16

Rate-

Amount 8788.64

For R.C.C. Slab M-250 For lift 0 to 5.0 m.

Quantity72.8

Rate-

Amount 9352.64

For R.C.C. Column M-250 For lift 0.0 to 5.0 m. Above & Below GL

Quantity33.98

Rate-

Amount 8905.64

Item No. 6 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles,caps, footings, foundations, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending,hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). FE 500

Quantity-

Rate-

Amount -

For lift 0.0 to 5.0 m.

Quantity25.56

Rate-

Amount 57884

Item No. 7:- Filling in plinth and floors murum bedding intrenches with approved murum from excavatedmaterials from foundation 15cm to 20cm layersincluding watering and compaction complete.

Quantity196.5

Rate-

Amount 72

Item No. 8:- Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M. S. angles as verticals at 1.5 M c/c, and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete

Quantity-

Rate-

Amount -

for Bridge& platform

Quantity207

Rate-

Amount 873

Item No. 9 :- Providing and applying 3 coats of water proof cement paint of approved colour to new plastered surface including scaffolding cleaning preparing the surface and watering for 2 days etc .complete. slab, long. Beam, cross beams, braces, Columns, long. Beam, cross beams

Quantity1233.96

Rate-

Amount 86

Item no.10:- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness reaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

Quantity97.5

Rate-

Amount 424

Item no.11:- Providing and fixing Dry rubble stone pitching 23 cm thick including all material ,quarry ,spalls,labour etc

Quantity45

Rate-

Amount 317

Sub work No.9 Providing and laying Raw Water Rising From Jack well to WTP-(300mm DI K-9 Dia, L=1350m)

Quantity-

Rate-

Amount -

Item No. 1 : - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum,hard murum and boulders, W.B.M. road,soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. LIFT 0.00 TO 1.50 M

Quantity1458

Rate-

Amount 178.251

Item No. 2: - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.

Quantity3700

Rate-

Amount 103

Item No.3: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.All socketed specials or socketed branch flanged specials of all diameters.

Quantity1850

Rate-

Amount 79

Item No. 4 : - Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820., a) C.I. ‘L.A.’ Class / Mortar inlined DI K-9, 300mm dia DI K-9 without rubber rings

Quantity1350

Rate-

Amount 146

Item No.5 : - Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 300mm dia DI K-9 without rubber rings

Quantity1.35

Rate-

Amount 18581

Item No. 6 : - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.

Quantity-

Rate-

Amount -

Sluice valve 300 mm Dia (PN 1.6) without by pass arrangment

Quantity2

Rate-

Amount 42629

Sluice valve 200 mm Dia (PN 1.6) without by pass arrangment

Quantity2

Rate-

Amount 21711

Item No. 7 : - Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)

Quantity-

Rate-

Amount -

for 300 mm dia (PN 1.6)

Quantity2

Rate-

Amount 4563

for 200 mm dia (PN 1.6)

Quantity2

Rate-

Amount 3376

Item No. 8 : - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-incharge. Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M) 0.9x 0.90 m x1.2m. depth.

Quantity4

Rate-

Amount 10179

Item No. 9: - Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm Dia.

Quantity4

Rate-

Amount 23168

Item No. 10 : - Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) M 150

Quantity1.79

Rate-

Amount 6384.85

Item No. 11 : - Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Thrust Block 2 no.M20 grade.

Quantity0.38

Rate-

Amount 7211.64

Item No. 12 : - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).

Quantity0.04

Rate-

Amount 57884

Item No. 13 : - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

Quantity1374.41

Rate-

Amount 72

Item No. 14 : - Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.Note : One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.( For 2.50 m. length ) 500 mm R.C.C. NP-2 Pipe

Quantity24

Rate-

Amount 941

Item No. 15: - Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer in- charge (For all class of pipes.) as per IS-783-1985. 500 mm R.C.C. NP-2 Pipe

Quantity24

Rate-

Amount 319

Item No. 16 : - Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.), Foundation on Murum and Harder Strata., 200 to 400 mm

Quantity4

Rate-

Amount 5941

Item No. 17 : - Cutting and champhering of pipes of following diametersincluding cost of all materials and labour involved, etc.complete as directed by Engineer-in-charge (for all classof pipes). 300mm dia D.I PIPE

Quantity4

Rate-

Amount 156

Sub work No.10 Designing, providing, erecting, testing and commissioning of Raw water Pumping Machinery with allied Electrical and Mechanical equipments at Headworks.

Quantity-

Rate-

Amount -

Item No :- 1 VERTICAL TURBINE PUMPS. Providing, erecting commissioning & giving satisfactory test and trial of Self Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head , bowl assembly & column assembly of 21 mtr. length suitable to discharge 219100 LPH against total head of 33 m from all sources including all allied accesories with third parties Inspection etc.

Quantity2

Rate-

Amount 987507

Item No :-2 VERTICAL HOLLOW SHAFT MOTOR. Providing, erecting and giving test and trial of vertical hollow shaft motor TEFC 1500 RPM, squirrel cage induction motor, conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation HP not less than 50.0 HP ( 158537+Add 2000 + 2000/- for TPI )

Quantity2

Rate-

Amount 162537

Item No :-3 GLANDLESS C.I.D.F. SLUICE VALVE PN 1.0 RATING WITH ACTUATORS Providing and supplying at site of ductile iron/spheroidal graphite(S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with hand wheel & without bypass arrangement.Valves in accordance with BS5163 of PN-1.0 rated,with body and bonnet of ductile iron confirming to IS1865 Gr.500/7 or Gr.400/15.Wedge fully encapsulated WRAS approved EPDM rubber(approved for drinking water),Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stemseals min.3nos.of NBR,internal fasteners of stainless steel A2 .Body & Bonnet coated inside &outside with electrostatically applied epoxy powder coated blue colour(suitable for drinking water)as per DIN 30677-2 & GSK guidelines with a coating thickness of min .250 microns.Valves should be fullbore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846.including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete with electrcally operated actuators as per standerd specification

Quantity2

Rate-

Amount 101128

Item No :-4 C.I.D.F REFLUX VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of C.I.D.F. Reflux valve of 200 mm size and PN 1.0 rating with bypass arrangement as per standard specification.

Quantity2

Rate-

Amount 22339

Item No :-5 PRESSURE RELIEF VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of Presssure relief valve of 80 mm size and PN 1.0 rating as per standard specification.

Quantity1

Rate-

Amount 10586

Item No :-6 KINETIC AIR VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of Kinetic Air valve of 80 mm size and PN 1.0 rating as per standard specification.

Quantity1

Rate-

Amount 11649

Item No :-7 DISMANTLING JOINT Providing,erecting, Commissioning & giving satisfactory test and trial of M.S. Dismantling Joint of 200 mm size as per detailed specification.

Quantity2

Rate-

Amount 8625

Item No :-8 M.S. BARREL PIPES Providing, lowering, laying, jointing and testing M.S. Pipes & Specials as per standard specifications and approved size & layout of pumping machinery

Quantity1500

Rate-

Amount 77

ITEM NO : 9 M.S. FLANGES Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of pumping machinery & size mentioned by the department.

Quantity340

Rate-

Amount 134

Item No :-10 FLANGED JOINTS Providing and making 200 mm dia flanged joints to the M.S.D.F./C.I.D.F. pipes & specials as per detailed specification and approved layout of pumping machinery, and of size as below mentioned.

Quantity18

Rate-

Amount 857

Item No :-11 PRESSURE GAUGES Providing, erecting and testing Glyscerine filled pressure gauge Bourdon's type of 150 mm dia as per IS 3624 : 1987 with brass cock, syphon tube etc.as per standerd specification.

Quantity2

Rate-

Amount 1693

Item No :-12 CONCRETE FOUNDATION Providing & casting R.C.C.foundation in 1:2:4 ratio (M 200) as per standerd specification.

Quantity2

Rate-

Amount 5497

Item No :-13 H.O.T. CRANE ( Single Girder) Providing,erecting, Commissioning Single Girder Hand Operated Rectanguler Travelling Crane with 6 m. lift complete with chain pulley block ISI marked and travelling trolly both tested for 50 % overload including arrangement for longitudinal travel and cross travel with wheel, hand chain, etc. complete. 3 Tonne capacity

Quantity1

Rate-

Amount 200666

Item No :-14 SQUARE BAR/ RAIL Providing,erecting and fixing square bar of EN 8 as rail for over head crane on provided track , girder / contineous corbel beam, including supporting plate and " J " bolts. 40 x 40 mm

Quantity30

Rate-

Amount 964

Item No :-15 L.T. PANEL Providing,erecting, Commissioning & giving satisfactory test and trial of L.T.Panel of required size comprising of specified Breakers,Bus bar, switches, indicating instruments etc as per specification.

Quantity1

Rate-

Amount 210964

Item No :-16 APFC PANEL Supplying and erecting 20 kVAR, 440 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I ) 1994 with harmonic filter reactors, as per specification no ESD-APFC

Quantity1

Rate-

Amount 120710

Item No :-17 A.T.S.STARTER Providing,erecting, Commissioning & giving satisfactory test and trial of ATS Starter as per specification.

Quantity2

Rate-

Amount 102027

Item No :-18 CABLE Providing, lowering, laying, jointing, Commissioning & Giving test and trial of XLPE insulated , armoured cable, ISI Marked, 1100 Volts grade with stranded or solid conductor as per detailed specification.

Quantity-

Rate-

Amount -

a) 3.5 Core 50 sq mm Allum Armoured ( For Supply From MSEDCL to LT Panel )

Quantity120

Rate-

Amount 339

b) 3 Core 50 sq mm Allum. Armoured ( For L.T.Panel to ATS to motor )

Quantity60

Rate-

Amount 290

c) Cable lugs, glands etc.

Quantity1

Rate-

Amount 2000

d) 4 Core 2.5 sq mm Copper Armoured for Actuator ( Power supply)

Quantity30

Rate-

Amount 165

e) 7 Core 2.5 sq mm Copper Armoured for Actuator ( for DOL Starters)

Quantity30

Rate-

Amount 255

Item No :-19 EARTHING Providing ,Commissioning & giving satisfactory test and trial of plate type earthing as per specification.

Quantity3

Rate-

Amount 5366

Item No :-20 GI STRIPS Providing GI strips for earthing to the various equipments as per specifications

Quantity50

Rate-

Amount 201

Item No :-21 IRON WORK Providing, fabricating iron work of ISMB, ANGLES, M.S.FLATS, CHEQUARED PLATE, for panel stand, square bar for crane, cable tray , supports of ventilation ducting and items related to crane with all other similar work, including cutting , bending, welding and painting as per specification.

Quantity400

Rate-

Amount 64.46

ITEM NO : 22 TOOLS & FIRE FIGHTING EQUIPMENTS Providing Tools & fire fighting equipments of standard make as per detailed specifications.

Quantity1

Rate-

Amount 32542

ITEM NO : 23 ELECTRIFICATIOIN Providing Internal & External Electrification to Pumphouse as per detailed specifications.

Quantity1

Rate-

Amount 96890

Sub work No.11 PART A. Construction of Conventional WTP Cap. 5.0 mld

Quantity-

Rate-

Amount -

ITEM NO.1 XVII. WATER TREATMENT PLANT (WTP) Designing (aesthetically), providing and constructing and commissioning Conventionl Water Treatment Plant consisting of all Civil, works including cost of Providing and applying Epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti - termite treatment to entire structure below Ground level, ceramic tiles for floring, Acrylic emulsion with silicon additives paint from outside. stainless steel railing, Mechanical and Electrical components of variours sub-works as given below : including necessary hydraculic testing, structural testing equipment testing, trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).Including lead charges for C.Metal and Sand.

Quantity-

Rate-

Amount -

Aeration Fountain Plan area not less than 1.25 square metre per MLD

Quantity-

Rate-

Amount -

Ventury Flume With necessary devices, consisting of simple mechanical indicator. ( Pedestal type gauge)

Quantity-

Rate-

Amount -

Flash Mixer Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec-1 vane mixer type confirming to I.S. 7090 of 1985.

Quantity-

Rate-

Amount -

Flocculator Confirming to I.S. 7208 of 1974 (Type-C) with detention period of 30 minutes.

Quantity-

Rate-

Amount -

Clarifier Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313 -1982 with necessary inlet arrangements

Quantity-

Rate-

Amount -

Rapid Sand Filters and Filter House Filter designed for filteration rate of4800 liters per square metre per hour,for normal run shall not exceed 6000 lt/sqm/hr when one bed is under maintenance. minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width with constant rate filtration or declining rate filtration. All valve shall be glandless.

Quantity-

Rate-

Amount -

a) Filter Sand - Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel confirming to I.S. 849 (i)-77, back wash by air wash, standard appurtenances b)Wash Water Tank Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 minutes @ 600 lit/sqm/min. under a head of 12 m at under drain. c)Wash Water Pumps Capacity to fill water tank in 1 hour with 100 % standby. d)Air Blowers Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4 kg/square cm at the underdrains (100% stand by) for period of 5 min. Air blowers shall be adopted for WTP having capacity more than 3 mld only. Below 3 mld capacity, Air blowers shall not be adopted.

Quantity-

Rate-

Amount -

Chemical House in Two Storeys a)Ground floor to accommodate 7 days alum requirement and sundry storage (Minimum 4 m height) b)First floor to accommodate alum and lime tanks. chain pulley block etc. (min. 5 m height) c) Solution tanks Minimum 3 tanks (one for preparation. second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device,strength of solution upto 10% only) conforming to I.S. 9222 part-I/1979.

Quantity-

Rate-

Amount -

Pure Water Sump and Pump House a) Capacity of sump One hour of designed flow. b) Pump House Pump house of required size over the sump or by the side.

Quantity-

Rate-

Amount -

Store House Suitable for alum storage of three months and 7 days temporary storage, 7 days TCL requirement in mansoon with 20 % extra capacity for other sundry articles.

Quantity-

Rate-

Amount -

Vacuum feed type chlorinators - make to be approved by MJP. a) Confirming to I.S. 10533 - A Part-II 1983. b) Rate of withdrawal. Temperature Kg.of Chlorine discharge per day Degree “C” As Per MJP CSR Condition mentioned. c) Chlorinator equipment and container room: to confirm to I.S. 10553 Part - I 1983. d) 100% Standbye shall be provided e) 100 kg chlorine cylender for capacity upto 5 mld and chlorine tonner for capacity above 5mld.

Quantity-

Rate-

Amount -

By pass arrangements - D.I. pipes. i) By passing all units of T.P. ii) By passing flash mixer, clariflocculator. iii) By passing flash mixer, clariflocculator & filter units

Quantity-

Rate-

Amount -

Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipe

Quantity-

Rate-

Amount -

For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete.

Quantity-

Rate-

Amount -

Drainage arrangements To decant all units of WTP with DI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.

Quantity-

Rate-

Amount -

Electrical installation. Both internal and external including entire plant area.

Quantity-

Rate-

Amount -

Laboratory equipment. As per requirement (to be specified during tendering.)

Quantity-

Rate-

Amount -

Sanitary blocks. Carpet area-15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld.

Quantity-

Rate-

Amount -

Administrative block and internal road.To accommodate office room. chlorine room,laboratory room, panel board room,blower room etc. and WBM road to connect all units from main gate of plot.

Quantity-

Rate-

Amount -

Rates given below are inclusive of uplift pressure if any and dewatering during entire work.

Quantity-

Rate-

Amount -

Disposal of waste from WTP: Safe disposal arrangement to nearby nalla including cost of pipes.

Quantity-

Rate-

Amount -

For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete.

Quantity-

Rate-

Amount -

All pipes conduits channel with 20% overloading

Quantity-

Rate-

Amount -

All pipes conduits channel with 20% overloading

Quantity-

Rate-

Amount -

All RCC structures shall be constructed in M-300.

Quantity-

Rate-

Amount -

All pipes and conduits channel with 20% overloading capacity.

Quantity-

Rate-

Amount -

The Lead charges for C metal & sand is being included.

Quantity1

Rate-

Amount 17816225

Sub Work No.11 Part B. Constructing compound Wall for WTP premises of Length 200m

Quantity-

Rate-

Amount -

Item No. 1 : - Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Quantity-

Rate-

Amount -

Lift 0.0 to 1.50,

Quantity162

Rate-

Amount 140

Item No. 2: - Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)

Quantity-

Rate-

Amount -

PCC M-150

Quantity20.25

Rate-

Amount 6384.85

Item No. 3 : - Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) Lift 0.0 to 5.00, In RCC M-200

Quantity-

Rate-

Amount -

For Columns footings and pedestal

Quantity-

Rate-

Amount 7211.64

Item No. 4 : - Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Lift 0.0 to 5.00

Quantity-

Rate-

Amount -

1. For RCC M-200 grade - Column.

Quantity12.42

Rate-

Amount 8433.64

Item No. 5 : - Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement)

Quantity-

Rate-

Amount -

2. RCC (M-200) for Beam

Quantity13.8

Rate-

Amount 8343.64

3. RCC (M-200) for Coping

Quantity4.6

Rate-

Amount 7211.64

Item No. 6 : - Providing & constucting 2nd class BB masonary in CM 1:6 in super structure including striking joints, racking out joints wateringand scaffolding complete. For compound wall

Quantity106.09

Rate-

Amount 6004

Item No. 7 : - Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire). Corrosion resistant steel (Fe500)

Quantity2.27

Rate-

Amount 57884

Item No. 8 : - Providing and fixing M.S. gate 2.50 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. for compound wall

Quantity1

Rate-

Amount 29573

Item No. 9 : - Providing and fixiing Wickete gate 1.0 M wide for compoun dwith 40 mm dia M.S. black pipe medium class. Approved grill work. RCC M-150 side pilars of 25 cm X 40 Cm X 2.5 M height, its foundation, finishing, painting etc. Complete.

Quantity1

Rate-

Amount 17111

Item No. 10 : - Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Quantity112.05

Rate-

Amount 72

Item No. 11 : - Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. (Inner & Outer face)

Quantity1000

Rate-

Amount 679

Item No. 12 : - Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. (Inner & Outer face)

Quantity1000

Rate-

Amount 30

Item No. 13 : - Providing and applying colour-wash of approved colour and shade in two coats to new surface including scaffolding,brushing and brooming down (excluding base coat of whitewash)etc. complete. (Inner & Outer face)

Quantity1000

Rate-

Amount 39.5

Sub Work No .11 PART C. Construction of Staff Quarter

Quantity-

Rate-

Amount -

Item No. 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Considering 50 % Excavation Strata

Quantity11.75

Rate-

Amount 140

Item No. 2 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Quantity11.75

Rate-

Amount 157

Item No. 3 Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) B) In PCC M-150

Quantity2.59

Rate-

Amount 6384.85

Item No. 4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work, bully/steel propups, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (excluding M.S. or Tor reinforcement) M-200

Quantity4.25

Rate-

Amount 7211.64

Item No. 5 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Column upto Plinth Beam M-200

Quantity1.43

Rate-

Amount 8433.64

Item No. 6 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Plinth beam M-200 Plinth beam along Long wall

Quantity1.3

Rate-

Amount 8343.64

Item No.7 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Plinth beam M-200 Roof beam along Long wall

Quantity1.56

Rate-

Amount 8343.64

Item No.8 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Roof Slab M-200

Quantity4.4

Rate-

Amount 8880.64

Item No.9 Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, 'plywood formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted) (excluding M.S, or Tor reinforcement) Chajja M-200

Quantity0.39

Rate-

Amount 8880.64

Item No.10 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire).

Quantity1.1

Rate-

Amount 57884

Item No.11 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete

Quantity14.96

Rate-

Amount 6004

Item No.12 Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm diameter / 2 hoop iron strips 25 mm X 1.6 mm placed at every third course, properly bent and bonded at ends scaffolding, racking out joints and watering etc. complete.

Quantity11.11

Rate-

Amount 815

Item No.13 Providing and fixing single leaf panelled door shutter without fanlight and shutter 35 mm thick as per drawing consisting of T.W. top rail size 100mm x 35 mm and bottom and lock rail 200mm x 35mm insert panel 12 mm thick commercial ply faced T.W. particle board with phenol formaldehyde synthetic resin (Generally confirming to ISI 3097) excluding frame, including stainless steel fixtures fastening and T.W. beading at junction of panels inserts and as instructed by the Engineer in charge including 3 coats of oil painting etc. complete.

Quantity4.2

Rate-

Amount 6703

Item No.14 Providing and fixing 30mm thick PVC FLUSH L DOOR SHUTTER consisting of panel of hollow PVC profile of 20 mm thickness consisting frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mminserted inside the hollow section of stiles rails top ?and bottom rails and two 19x 19 mm MS tubes inserted horizontally inside the hollow profile section using 4/5 mm sheet using screws hollow profile shall be lipped with 10 mm (5mm x2) thick x 20 mm width on stiles and rails using solvent cement. The inner panel shall be laminated with 5mm thick termite proof waterproof plain /prelam PVC sheet using solvent cement on the both sides of the panel including stainless steel fixtures and fastening etc. Complete as per direction of Engineer incharge, manufacturers specification and drawing.

Quantity1.58

Rate-

Amount 5423

Item No.15 Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg/sqm as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.

Quantity5.16

Rate-

Amount 1528

Item No.16 Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.

Quantity5.16

Rate-

Amount 2670

Item No.17 Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.

Quantity132.65

Rate-

Amount 234

Item No.18 Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

Quantity105

Rate-

Amount 679

Item No.19 Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete

Quantity237.65

Rate-

Amount 39.5

Item No.20 Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.

Quantity105

Rate-

Amount 9.3

Item No.21 Providing and applying priming coat on concrete/ masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.

Quantity132.65

Rate-

Amount 30

Item No.22 Providing and laying cement concrete flooring 40 mm thick with M15 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laid diagonally /square etc finishing smooth (with extra cement) in any colour as directed and curing etc. complete. With Natural Sand

Quantity22.5

Rate-

Amount 432

Item No.23 Providing and laying ceramic tiles of having size 30 cm x 30 cm confirming to I.S.15622/2006 (group D II-A) and 7 to 8 mm thick for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with white/colour cement slurry cleaning curing etc. complete.

Quantity18.72

Rate-

Amount 1050

Item No.24 Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.

Quantity11.1

Rate-

Amount 1108

Item No.25 Providing and fixing black kadappa stone as shelves 25mm. Thick machine polished, extending the polish upto 20 cm width on lowerside, rounding corners, laying in position jointing with bedding cement mortar 1:4 proportion curing etc etc. complete Laboratory room:-1 no x 2.0 x0.6=1.2 sqm

Quantity1.2

Rate-

Amount 1054

Item No.26 Providing and fixing stainless steel sink of size 600 x 510 x 200 mm incluidng coupling, outlet pipe, elbow and other necessary fitting, finishing etc. complete

Quantity1

Rate-

Amount 14490

Item No.27 Providing and fixing H.D.P 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

Quantity1000

Rate-

Amount 13

Item No.28 Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete.

Quantity1

Rate-

Amount 6011

Item No.29 Supplying hard murum/ kankar at the road site, including conveying and stacking complete Filling of water logged area at WTP premises

Quantity38.1

Rate-

Amount 327

Item No.30 Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Filling of water logged area at WTP premises

Quantity38.1

Rate-

Amount 63

Item No. 31 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Quantity17.81

Rate-

Amount 72

Item No. 32 Filling in plinth and floors / trenches with with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

Quantity19.22

Rate-

Amount 72

Sanitory Items

Quantity-

Rate-

Amount -

Item No.33 Providing and laying in trenches 20 mm dai. CPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Quantity21

Rate-

Amount 244

Item No.34 Providing and fixing screw down for 20mm dia. Wheeled stop tap of brass including necessary sockets/union nut complete.

Quantity4

Rate-

Amount 516

Item no .35 Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I.pipe up to the outside face of the wall complete

Quantity3

Rate-

Amount 963

Item No .36 Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.

Quantity2

Rate-

Amount 1169

Item no.37 Providing and fixing orissa type colour glazed earthenware 625 x 450 mm. w.c. pan including trap, C.I. soil and vent pipe upto the out side face of wall including 100 mm. dia. C.I. plug, bend, 15mm. thick 10 litre PVC flushing cistern with all necessary pipe connection etc. complete.

Quantity1

Rate-

Amount 8210

Item No 38 Providing and fixing 15 mm. dia Ball cock medium type with PVC float including sockets and necessary fittings and tested as per municipal requirements etc. complete.

Quantity3

Rate-

Amount 410

Item No.39 Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.As above of 60 x 45 cm internal size and depth upto 0.9M .

Quantity2

Rate-

Amount 5816

Item NO.40 Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres

Quantity1000

Rate-

Amount 11

Item No.41 Providing, laying and fixing P.V.C. pipe of 75 mm. 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 andstacking the same in PWD chowky or as directed etc. complete.

Quantity6.5

Rate-

Amount 344

Item No.42 Providing and fixing 20 mm dia. screw down bib/ stop tap of brass including necessary socket union nut complete.

Quantity4

Rate-

Amount 830

Item No .43 Providing , laying and fixing ,jointing Supreme Eco- drain 110 mm SN 8 Nu- Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc, jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete.

Quantity4.5

Rate-

Amount 314

Item No .44 Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete.

Quantity3

Rate-

Amount 652

ELECTRICAL ITEMS

Quantity-

Rate-

Amount -

Item No .45 Supplying and erecting ISI mark GI pipe pole 'B' grade 80 mm dia., 6 m long complete with pole cap , base plate in provided foundation as per specification No. OH-PL/GIP.

Quantity2

Rate-

Amount 4582

Item No 46 Providing cement concrete foundation including excavation for pole ( 45 cms x 45 cms x 1.2 m ) deep in 1:3:6 cement concrete ( 20 to 25 stone metal ) and 45 cm x 45cm x 45 cm/ 45 cm dia x 45 cm height plinth duly plastered with necessary curing & finishing in an approved manner ( for 6 m pole )

Quantity2

Rate-

Amount 1173

Item No 47 Supplying & erecting approved type LED street light fitting20 to 25W W, having P.F. 0.95, class IP 65 or above . Housing of pressure die cast aluminium alloy and heat sink extruded alluminium as per specification No. FG-ODF/FLS2

Quantity2

Rate-

Amount 1905

Item No 48 Supplying & erecting street light bracket made from 25 mm dia GI pipe B class , 0.6 m in length alongwith pole cap of 300 mm length and 80 mm dia duly welded with provided leads as per specification No. FG-BKT/BPC

Quantity2

Rate-

Amount 533

Item No 49 Supplying & erecting water tight terminal box of 1.6 mm(16 SWG) CRCA sheet of size 200 x 150 x 150 mm complete on pole as per specification No. CB-SB

Quantity2

Rate-

Amount 456

Item no 50 Supplying & erecting XLPE/PVC insulated,armoured cable 1100 V grade with ISI mark Twin core 4 sq.mm.strandad/solid aluminium conductor with 6 mm thick 25 mm width M.S. Spacer with GI earth wire 6 Sq.mm, complete erected on wall/on pole with 25/3 mm M.S. clamps or in provided trench in an approved manner.

Quantity50

Rate-

Amount 74

Item no 51 Making cable trench in soft soil of suitable width and depth as per IS for laying provided LT cable up to 16 sq.mm complete as per specification No. CW-EXN-CTR.

Quantity20

Rate-

Amount 143

Item No 52 Providing pipe type earthing with 40 mm dia G.I. pipe or 20 mm dia. G.I. Rod complete with all materials as per specification No. EA-EP

Quantity4

Rate-

Amount 1268

Item No 53 Supplying & erecting mains with 2x1.5 sq.mm FRLS d copper PVC insulated wire laid in provided conduit/ trunking/inside pole/ Busbars or any other places as per specification No. WG-MA-/BW

Quantity50

Rate-

Amount 58

Item No 54 Point wiring for light/fan/bell in 20 mm rigid PVC conduit with 1.0 sq.mm. FRLS grade copper with flush type switch and required accessories as per specification No. WG-PW/SW. (Meter Room light-2,exhaust fan-2,ceiling fan-1)

Quantity13

Rate-

Amount 407

Item No 55 Point wiring for independent plug in 20 mm rigid PVC conduit with 1.0 sq.mm. FRLS grade copper with flush type switch and required accessories as per specification No. WG-PW/SW.

Quantity2

Rate-

Amount 461

Item no 56 Supplying & erecting ISI mark flush shock proof plug socket 6 pin 6 amp and 16 amp with switch 16 amp combined unit erected in recess in 16 guage M.S.Sheet box duly painted and connected with earth terminal and leads..

Quantity2

Rate-

Amount 100

Item No 57 Supplying & erecting LED square/ circular 5 to 8 W down lighter having pressure die-cast aluminium housing with white front frame with opal translucent cover with provision for spring loaded mounting clips complete.

Quantity2

Rate-

Amount 659

Item No 58 Supplying and erecting electronic type driver for indoor LED upto 10W-18W fixtures suitable to operate on 230V A.C. 50 Hz. Having pf0.95 and THD10%.

Quantity3

Rate-

Amount 430

Item No.59 Supplying and erecting regular/ standard model ceiling fan of 600mm. sweep complete erected in position as per specification no. FG-FN/CF

Quantity1

Rate-

Amount 1671

Item no 60 Supplying and erecting metal clad distribution board approved make 250V. 6 way,16A. per way & neutral bar connector complete erected on iron frame/ wooden plank or Board as per specification no. SW- SWR/MDB

Quantity1

Rate-

Amount 844

Item No 61 Supplying, erecting & marking SPMCB 6A to 32A, B- series (for lighting) in provided distribution board as per specification No. SW-SWR/MCB

Quantity4

Rate-

Amount 166

Sub work No.12 Pure Water Rising main From Sump at WTP To MBR 300 mm Dia D.I K - 9 L=100 Rmt

Quantity-

Rate-

Amount -

Item No.1 :- Excavation for foundation/pipe trenches in earth, soils of all types, sand, gravel and soft murum,hard murum including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. LIFT 0.00 TO 1.50 M

Quantity108

Rate-

Amount 144.25

Item No. 4:- Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc. 80mm to300mm dia

Quantity300

Rate-

Amount 103

Item No. 5 :- Providing and supplying ISI standard MS specials ofrequired thickness with 3 coats of approved make epoxypaint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI &GOM in all respect including inspection charges, transportationto stores and stacking, etc. complete.All socketed specials or socketed branch flangedspecials of all diameters.

Quantity150

Rate-

Amount 79

Item No.6 :- Providing and supplying at site ductile iron / SpheroidalGraphite (S.G.) iron single / Double chamber tamperproof air valve without isolating sluice valve. Valvesin accordance with BSEN 1074-4 of PN 10/16 rated,with body and bonnet of ductile iron confirming to EN1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide,seat ring of stainless steel 1.4436/1.4306, seat ring gasketof WRAS approved EPDM rubber (suitable for drinkingwater), internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostaticallyapplied epoxy powder coated blue colour (suitable fordrinking water) as per DIN 30677-2 & GSK guidelineswith a coating thickness of min. 250 microns. Flangeconnections as per IS 1538 raised face & pressure testingat manufactures works shall be done as per IS 14845.including transportation charges excluding GST leviedby GOI & GOM in all respect etc. complete. (For PN 10& 16) 50 mm dia PN-1.6

Quantity1

Rate-

Amount 23168

Item No.7 :- Providing Double flanged sluice valve conforming for I.S.-2906/14846 including 1 gear arrangements as per test pressure. stainless steel spindle, caps including all transportation etc complete. Scour valves - PN -1.6 (Without by pass arrangement) 200mm dia Scour valve

Quantity1

Rate-

Amount 21711

Item No.8 :- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984), Reflux valves as per I.S.5312 Part I (1984), 300 mm dia Non Return Valve wihout bypass arrangement -PN-1.6

Quantity1

Rate-

Amount 49420

Item No.9 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)

Quantity-

Rate-

Amount -

300 mm dia Non Return Valve wihout bypass arrangement -PN-1.6

Quantity1

Rate-

Amount 4563

200mm dia For Scour valve Position

Quantity1

Rate-

Amount 3376

Item No. 10 Lowering laying and jointing with SBR ruber gasketsC.I. S/S pipes of various classes with CI / MS specials offollowing diameter in proper position, grade and alignmentas directed by Engineer-in-charge including conveyance ofmaterial from stores to site of work, including cost of jointingmaterials and rubber rings labour etc. complete.Note : Only SBR Rubber gaskets to be used as perIS-5382 and IS-12820.

Quantity-

Rate-

Amount -

300 mm dia.D.I.K-9 PIPE for pure water R/M without Rubber ring

Quantity100

Rate-

Amount 146

Item No. 11 Hydraulic testing of C.I./D.I. pipe line to specifiedpressure including cost of all materials andlabour and water for testing for specified lengthincluding cutting, placing end cap making arrangementfor filling safe water using reciprocatingtype pumps which should be able to providespecified test pressure gauges and othernecessary equipments, labour, operationcharges, etc. required for testing. The rate underthis item shall also include cost of retesting,if necessary and reinstating to original positionusing water supplied by the contractor.

Quantity-

Rate-

Amount -

300 mm dia.D.I.K-9 PIPE for pure water R/M without Rubber ring

Quantity0.1

Rate-

Amount 18581

Item No.12 Providing and laying in situ, following grade of plain cement concrete of trap granite /quartzite /gneiss metal for foundation and bedding including normal dewatering formwork compaction and curing etc. complete. For thrust block (M-15), reinstating road surfaces

Quantity4.8

Rate-

Amount 7211.64

Item No.13:- Providing and fixing in position steel barreinforcement of various diameters for RCC piles,caps, footings, foundations, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required, etc. complete.(including cost of binding wire)., (Fe500)

Quantity0.38

Rate-

Amount 57884

Item No.14:- Providing and fixing in position air valve shaft includingproviding and fixing GI Medium Class or 6 mm thickM.S. pipe shaft 2.70 M long over branch flange of airvalve tee, providing PCC block of M-150 concrete, 150mm thick around the air valve tee including encasing ofvertical shaft in PCC M-150 as shown in type designtogether with providing and making flanged jointswherever required and fixing of air valve tee, etc.complete as per type design and as directed by Engineer-in- charge for following diameters of pipe lines (typedesign attached.)

Quantity-

Rate-

Amount -

Foundation on murum and harder strata upto 200 to 400 mm

Quantity1

Rate-

Amount 5941

Item No.15 :- Providing and constructing B.B. masonry valvechamber with 15 cm thick 1:3:6 proportion PCCbedding, excluding excavation, B.B. masonry inC.M. 1:5 Proportion precast RCC frame andcover, etc. complete as directed by Engineer-incharge. 0.9 m x 0.9 m x 1.2 m

Quantity1

Rate-

Amount 10179

Item No.16 :- Refilling of pipe trenches from barrow pits with 50 M lead and 2 M lift including ramming in 150 mm thick layers with watering etc. completed Net quantity of filling

Quantity95.16

Rate-

Amount 72

Item No.17:- Cutting and champhering of pipes of following diametersincluding cost of all materials and labour involved, etc.complete as directed by Engineer-in-charge (for all classof pipes). 300mm dia

Quantity2

Rate-

Amount 156

Sub work No.13 Pure Water P/M at WTP 50 HP VT pumps 2 No.With100% Standby Discharge 205406 Lit/Hr H= 40m

Quantity-

Rate-

Amount -

Item No :- 1 VERTICAL TURBINE PUMPS. Providing, erecting commissioning & giving satisfactory test and trial of Self Water lubricated Vertical Turbine Pumps having Stainless Steel impeller, Stainless Steel Shaft, Discharge head , bowl assembly & column assembly of 21 mtr. length suitable to discharge 205406 LPH against total head of 40 m from all sources including all allied accesories with third parties Inspection etc.

Quantity2

Rate-

Amount 797507

Item No :-2 VERTICAL HOLLOW SHAFT MOTOR. Providing, erecting and giving test and trial of vertical hollow shaft motor TEFC 1500 RPM, squirrel cage induction motor, conforming to IS 12615, class IE3 premium, having continuous rating suitable for operation at 415 Volts +/-10%, 3 Phase, 50 Hz +/-5% with "F" class insulation temperature rise limited to class "B" insulation HP not less than 50.0 HP ( Add 2000 + 2000/- for TPI )

Quantity2

Rate-

Amount 162537

Item No :-3 GLANDLESS C.I.D.F. SLUICE PN 1.0 RATING WITH ACTUATORS Providing and supplying at site of ductile iron/spheroidal graphite(S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with hand wheel & without bypass arrangement.Valves in accordance with BS5163 of PN-1.0 rated,with body and bonnet of ductile iron confirming to IS1865 Gr.500/7 or Gr.400/15.Wedge fully encapsulated WRAS approved EPDM rubber(approved for drinking water),Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stemseals min.3nos.of NBR,internal fasteners of stainless steel A2 .Body & Bonnet coated inside &outside with electrostatically applied epoxy powder coated blue colour(suitable for drinking water)as per DIN 30677-2 & GSK guidelines with a coating thickness of min .250 microns.Valves should be fullbore & tight shut-off.Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846.including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete with electrcally operated actuators as per standerd specification

Quantity2

Rate-

Amount 101128

Item No :-4 C.I.D.F REFLUX VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of C.I.D.F. Reflux valve of 200 mm size and PN 1.0 rating with bypass arrangement as per standard specification.

Quantity2

Rate-

Amount 22339

Item No :-5 PRESSURE RELIEF VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of Presssure relief valve of 80 mm size and PN 1.0 rating as per standard specification.

Quantity1

Rate-

Amount 10586

Item No :-6 KINETIC AIR VALVE Providing,erecting, Commissioning & giving satisfactory test and trial of Kinetic Air valve of 80 mm size and PN 1.0 rating as per standard specification.

Quantity1

Rate-

Amount 11649

Item No :-7 DISMANTLING JOINT Providing,erecting, Commissioning & giving satisfactory test and trial of M.S. Dismantling Joint of 200 mm size as per detailed specification.

Quantity2

Rate-

Amount 8625

Item No :-8 M.S. BARREL PIPES Providing, lowering, laying, jointing and testing M.S. Pipes & Specials as per standard specifications and approved size & layout of pumping machinery

Quantity1850

Rate-

Amount 77

ITEM NO : 9 M.S. FLANGES Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of pumping machinery & size mentioned by the department.

Quantity320

Rate-

Amount 134

Item No :-10 FLANGED JOINTS Providing and making 200 mm dia flanged joints to the M.S.D.F./C.I.D.F. pipes & specials as per detailed specification and approved layout of pumping machinery, and of size as below mentioned.

Quantity18

Rate-

Amount 857

Item No :-11 PRESSURE GAUGES Providing, erecting and testing Glyscerine filled pressure gauge Bourdon's type of 150 mm dia as per IS 3624 : 1987 with brass cock, syphon tube etc.as per standerd specification.

Quantity2

Rate-

Amount 1693

Item No :-12 CONCRETE FOUNDATION Providing & casting R.C.C.foundation in 1:2:4 ratio (M 200) as per standerd specification.

Quantity2

Rate-

Amount 5497

Item No :-13 H.O.T. CRANE ( Single Girder) Providing,erecting, Commissioning Single Girder Hand Operated Rectanguler Travelling Crane with 6 m. lift complete with chain pulley block ISI marked and travelling trolly both tested for 50 % overload including arrangement for longitudinal travel and cross travel with wheel, hand chain, etc. complete. 3 Tonne capacity

Quantity1

Rate-

Amount 200666

Item No :-14 SQUARE BAR/ RAIL Providing,erecting and fixing square bar of EN 8 as rail for over head crane on provided track , girder / contineous corbel beam, including supporting plate and " J " bolts. 40 x 40 mm

Quantity35

Rate-

Amount 964

Item No :-15 L.T. PANEL Providing,erecting, Commissioning & giving satisfactory test and trial of L.T.Panel of required size comprising of specified Breakers,Bus bar, switches, indicating instruments etc as per specification.

Quantity1

Rate-

Amount 203616

Item No :-16 APFC PANEL Supplying and erecting 30 kVAR, 440 V Three phase, 50 cycles, THYRISTER SWITCHED MICRO APFC PASSIVE FILTER PANEL, consisting of suitable steps of APP type capacitor units confirming to IS- 13585 ( Part – I ) 1994 with harmonic filter reactors, as per specification no ESD-APFC

Quantity1

Rate-

Amount 120710

Item No :-17 A.T.S.STARTER Providing,erecting, Commissioning & giving satisfactory test and trial of ATS Starter as per specification.

Quantity2

Rate-

Amount 102027

Item No :-18 CABLE Providing, lowering, laying, jointing, Commissioning & Giving test and trial of XLPE insulated , armoured cable, ISI Marked, 1100 Volts grade with stranded or solid conductor as per detailed specification.

Quantity-

Rate-

Amount -

a) 3.5 Core 50 sq mm Allum Armoured ( For Supply From MSEDCL to LT Panel )

Quantity100

Rate-

Amount 339

b) 3 Core 50 sq mm Allum. Armoured ( For L.T.Panel to ATS to motor to WTP Power supply )

Quantity100

Rate-

Amount 290

c) Cable lugs, glands etc.

Quantity1

Rate-

Amount 4500

d) 4 Core 2.5 sq mm Copper Armoured for Actuator ( Power supply)

Quantity30

Rate-

Amount 165

e) 7 Core 2.5 sq mm Copper Armoured for Actuator ( for DOL Starters)

Quantity30

Rate-

Amount 255

Item No :-19 EARTHING Providing ,Commissioning & giving satisfactory test and trial of plate type earthing as per specification.

Quantity3

Rate-

Amount 5366

Item No :-20 GI STRIPS Providing GI strips for earthing to the various equipments as per specifications

Quantity80

Rate-

Amount 201

Item No :-21 IRON WORK Providing, fabricating iron work of ISMB, ANGLES, M.S.FLATS, CHEQUARED PLATE, for panel stand, square bar for crane, cable tray , supports of ventilation ducting and items related to crane with all other similar work, including cutting , bending, welding and painting as per specification.

Quantity400

Rate-

Amount 64.46

Sub Work No 14 MBR near WTP cap 261,000 lit. St.Ht. 28m SBC= 10 T/sqm

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.SBC = 10 T/sqm. 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

Total MBR Capacity - 261,000 Liters... Includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 4248003

Item No. 2 : - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. .etc. complete.

Quantity-

Rate-

Amount -

300 mm dia. DIDF Pipes for inlet and overflow

Quantity84

Rate-

Amount 5120

400 mm dia. DIDF Pipes outlet

Quantity38

Rate-

Amount 8072

200 mm dia. DIDF Pipes washout

Quantity10

Rate-

Amount 2997

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

80 to 300mm dia DI specials

Quantity800

Rate-

Amount 103

350 mm dia and above

Quantity400

Rate-

Amount 125

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity600

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)300 mm Dia. Sluice valve for Inlet

Quantity1

Rate-

Amount 34085

b)400 mm Dia. Sluice valve for outlet

Quantity1

Rate-

Amount 66014

c)200 mm Dia. Sluice valve for washout

Quantity1

Rate-

Amount 17365

Sub Worl No.15 .ESR at Nangpura Murry Cap 1,65,000 lit. St.Ht. 15m SBC =10 t/sqm

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.SBC = 10 T/Sqm. 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity -150000Liters . Includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 2250921

Item No. 2 : - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) all taxes……..etc. complete.

Quantity-

Rate-

Amount -

150 mm dia. DIDF Pipes Inlet ,outlet and overflow.

Quantity108

Rate-

Amount 2343

100 mm dia. DIDF Pipes washout

Quantity10

Rate-

Amount 1725

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity900

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity450

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)150 mm Dia. Sluice valve for Inlet

Quantity1

Rate-

Amount 9580

b)150 mm Dia. Sluice valve for outlet

Quantity2

Rate-

Amount 9580

c)100 mm Dia. Sluice valve for washout

Quantity1

Rate-

Amount 6388

Item No.6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity-

Rate-

Amount -

Length of compound wall

Quantity117.5

Rate-

Amount 657

Item No.7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete. MJP C.S.R.2019-20 It No.3 Section H mIscellaneous Work.

Quantity1

Rate-

Amount 29573

Sub Work No.16 .ESR at Karanja Cap2,15,000 lit. St.Ht. 17m, SBC = 10 t/sqm.

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.SBC = 10T/sqm 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity - 215000Liters.Includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 2767517

Item No. 2 : - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. etc. complete.

Quantity-

Rate-

Amount -

150 mm dia. DIDF Pipes Inlet,outlet and overflow.

Quantity116

Rate-

Amount 2343

100 mm dia. DIDF Pipes washout

Quantity10

Rate-

Amount 1725

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity1000

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity500

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)150 mm Dia. Sluice valve for Inlet,outlet

Quantity3

Rate-

Amount 9580

c)100 mm Dia. Sluice valve for washout

Quantity1

Rate-

Amount 6388

Item No.6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity117.5

Rate-

Amount 657

Item No.7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

Quantity1

Rate-

Amount 29573

17.ESR at Pindkepar (Indira Nagar )-Cap 67,000 lit. St.Ht. 15m-SBC = 10 t/sqm.

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per epartmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. SBC = 10T/sqm. Including the sand and C.Metal. 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity - 67,000Liters.St Ht.15 m includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 1510313

Item No. 2 : - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge...etc. complete.

Quantity-

Rate-

Amount -

150 mm dia. DIDF Pipes Inlet,Outlet,washout and overflow.

Quantity99

Rate-

Amount 2343

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity600

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity300

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)150 mm Dia. Sluice valve for Inlet

Quantity2

Rate-

Amount 9580

c)100 mm Dia. Sluice valve for washout

Quantity1

Rate-

Amount 6388

Item No.6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity117.5

Rate-

Amount 657

Item No.7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

Quantity1

Rate-

Amount 29573

Sub Work No 18 ESR at Pindkepar (School toli )-Cap 1,15,000 lit. St.Ht. 18m,SBC = 10 T/sqm.

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.SBC = 10T/sqm 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity - 115,000Liters. St. Ht. 18 m .Includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 1974689

Item No. 2 : - Providing and supplying ISI standard welded DI doubleflanged pipe excluding GST levied by GOI & GOM in allrespect but including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to store,unloading, stacking etc. complete as directed by Engineer-in- charge. etc Complete.

Quantity-

Rate-

Amount -

200 mm dia. DIDF Pipes Inlet and overflow

Quantity64

Rate-

Amount 2997

150 mm dia. DIDF Pipes outlet

Quantity28

Rate-

Amount 2343

100 mm dia. DIDF Pipes washout

Quantity10

Rate-

Amount 1725

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523. For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity800

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity400

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)200 mm Dia. Sluice valve for Inlet and washout

Quantity2

Rate-

Amount 17365

b)150 mm Dia. Sluice valve for outlet

Quantity1

Rate-

Amount 9580

Item No.6 Providing and erecting 1.5 metre high wire fencing with seven rows of ) barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity117.5

Rate-

Amount 657

Item No.7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation,finishing, painting etc. complete.

Quantity1

Rate-

Amount 29573

SW No 19 .ESR at Fulchurtola -1 Cap 4,20,000 lit. St.Ht. 20m-SBC = 10 T/sqm.

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. SBC = 10 t/sqm 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity -420000 Liters St. Ht. 20 m includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 4474546

Item No. 2 : - Providing and supplying ISI standard welded DI doubleflanged pipe excluding GST levied by GOI & GOM in allrespect but including railway freight, insurance, unloadingfrom railway wagon, loading into truck transport to store,unloading, stacking etc. complete as directed by Engineer-in- charge. ..etc. complete.

Quantity-

Rate-

Amount -

200 mm dia. DIDF Pipes Inlet,outlet , washout and Overflow.

Quantity138

Rate-

Amount 2997

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity1500

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity750

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)200 mm Dia. Sluice valve for Inlet , outlet and washout

Quantity4

Rate-

Amount 17365

Item No.6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity-

Rate-

Amount -

Length of Compound wall

Quantity117.5

Rate-

Amount 657

Item No.7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

Quantity1

Rate-

Amount 29573

SW No .20 ESR at Fulchur -1 Cap 2,20,000 lit. St.Ht. 21 m-SBC = 10 t/sqm

Quantity-

Rate-

Amount -

Item No. 1 : - Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion

Quantity-

Rate-

Amount -

with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.SBC = 10 t/sqm 1) The design of the structure be in accordance with relevent (I.S.3370 - 2009 or revised)

Quantity-

Rate-

Amount -

2) The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 13920/1993 for seismic focrce and I.S.- 11682/1985 for R.C.C. staging of overhead tanks.

Quantity-

Rate-

Amount -

3) For design having more than 6 columns, Providing of internal bracing is obligatory,. External bracking is also obligatory.

Quantity-

Rate-

Amount -

4) Plain round mild steel bars grade - I confirming to I.S:432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-IImild steel bars will not be allowed.

Quantity-

Rate-

Amount -

5) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the gound level.

Quantity-

Rate-

Amount -

6) These rates include providing, M.S. ladder for E.S.R's upto 2 lakhs liters capacity and providing sprial staircase for E.S.R. above 2 lakhs liters capacity.

Quantity-

Rate-

Amount -

7) Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300.

Quantity-

Rate-

Amount -

8) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition.

Quantity-

Rate-

Amount -

9) All condition given in the Member Secretary"s Circular No.MJP/TSI/ 350/1668 dt. 2.8.97 and MJP/SI/ 350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below.

Quantity-

Rate-

Amount -

10) 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treate as incomplete.

Quantity-

Rate-

Amount -

11) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column.

Quantity-

Rate-

Amount -

ESR Capacity -220,000 Liters . SBC = 10 t/sqm. includes the lead charges of sand and C.Metal.

Quantity1

Rate-

Amount 3187815

Item No. 2 : - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe) all taxes……..etc. complete.

Quantity-

Rate-

Amount -

150 mm dia. DIDF Pipes Inlet

Quantity101

Rate-

Amount 2343

200 mm dia. DIDF Pipes outlet

Quantity31

Rate-

Amount 2997

100 mm dia. DIDF Pipes washout

Quantity10

Rate-

Amount 1725

Item No. 3 : - Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

DI specials

Quantity1200

Rate-

Amount 103

Item No.4: - Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete.

Quantity600

Rate-

Amount 79

Item No. 5 : - Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.(PN 1.0 Without bypass)

Quantity-

Rate-

Amount -

a)150 mm Dia. Sluice valve for Inlet

Quantity2

Rate-

Amount 9580

b)200 mm Dia. Sluice valve for outlet

Quantity1

Rate-

Amount 17365

c)100 mm Dia. Sluice valve for washout

Quantity1

Rate-

Amount 6388

Item No.7 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S. Angles (50 mm x 50 mm x 6 mm) at 2.5 metres centre to centre including excavating pits for foundation, fixing posts in cement concrete of size 45 x 45 x 45 cm, fastening the wire and painting the M.S. Angles with one coat of red lead primer and two coats of painting etc. complete.

Quantity-

Rate-

Amount -

Length of compound Wall.

Quantity117.5

Rate-

Amount 657

Item No.8 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

Quantity1

Rate-

Amount 29573

Sub work No.21 Pure Water Gravity main From MBR to all ESR'S 400 mm to 100 mm Dia D.I K -7 L=14140 Rmt

Quantity-

Rate-

Amount -

ITEM NO. 1 : Poviding ISI standard R.C.C.pipes in standard length of following class and diameter suitable for either coller joint or rubber ring joints including all suitable duties and taxes such as GST levied by GOI and GOM in all respect ,inspection charges,transport to depatmental store/site unloading and stacking etc. complete as per IS-458/1988 NPIII for Major Road crossing

Quantity-

Rate-

Amount -

300 mm dia

Quantity180

Rate-

Amount 701

600 mm dia

Quantity72

Rate-

Amount 2415

ITEM NO. 2: Providing and supplying ISI standard D. I. specials & fittingwith sealing rubber gasket of S.B.R,complete withcast iron follower gland and M. S. nut bolts coated orotherwise protected from rusting and suitable for D.I.pipesincluding cost of labour, materials, and transportation tostores, loading and unloading excluding GST levied byGOI & GOM in all respect etc. complete as per IS-9523.For all types of specials, bends tees etc.

Quantity-

Rate-

Amount -

For 350 and above mm Dia D.I. Pipes

Quantity6500

Rate-

Amount 125

For 80 to 300 mm Dia D.I. Pipes

Quantity20155

Rate-

Amount 103

Item No. 3:- Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes (Central and local), octroi, inspection charges, transportation to stores / site, and stacking etc. complete. Double flanged specials of all diameter/ all socketted specials or socketted branch flanged specials of all diameters / plain ended specials or plain ended branch flanged specials of all diameters. All dia

Quantity13350

Rate-

Amount 79

Item No.4 :- Providing and supplying at site ductile iron/spheroidal Graphite (S.G) iron single/double chamber tamer proof air valve without isolatong sluice valve. Valve in accourdance with BSEN 1074-4 of PN 10/16 rated,with bodyand bonnet of ductile iron confirmingto EN 1563/IS 1865 GR. 500/7 or Gr. 400/15 floates. float guide,seat ring of stainless steel 1.4436/4.4306, seat ringgasket of WRAS approved EPDM ruber (Sitable for drinking water),internal fasteners of sainlesss steel A2 .Body& Bonnet coated inside & outside with electostaically applied epoxy poder coated blue colour (Suitalbe for drinking water) as per DIN 30677-2 and GSK guidelines wih a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. Including such as GST levied by GOI and GOM in all respect all taxes and transportation charges etc. complet. (For PN 1.0 1.6) 50 mm dia PN-1.6

Quantity30

Rate-

Amount 23168

ITEM NO. 5 : Providing Double flanged sluice valve conforming for I.S.-2906/14846 including 1 gear arrangements as per test pressure. stainless steel spindle, caps including all transportation etc complete. Sluice Valve PN 1.0 Without Bypass arrangement

Quantity-

Rate-

Amount -

100 mm dia C.I.D.F. Sluice Valve

Quantity3

Rate-

Amount 6388

150 mm dia C.I.D.F. Sluice Valve

Quantity8

Rate-

Amount 9580

200 mm dia C.I.D.F. Sluice Valve

Quantity3

Rate-

Amount 17365

250 mm dia sluice valve

Quantity5

Rate-

Amount 26848

300 mm dia sluice valve

Quantity5

Rate-

Amount 34085

350 mm dia sluice valve

Quantity4

Rate-

Amount 50141

ITEM NO. 6.: Excavation for foundation / pipe trenches in earth soil, of all types sand gravel &soft murum,hard murum,hard rock & concrete road by chiseling wedging line drilling mech means or by all means etc including removing the excavated material upto a distance of 50 M and lifts as directed below, stacking and spreading as directed dewatering, shoring and strutting , preparing the bed for the foundation excluding back filling etc a) Lift 0.00 M to 1.500M

Quantity14284.82

Rate-

Amount 180.42

ITEM NO.7: Lowering laying and jointing with SBR ruber gasketsC.I. S/S pipes of various classes with CI / MS specials offollowing diameter in proper position, grade and alignmentas directed by Engineer-in-charge including conveyance ofmaterial from stores to site of work, including cost of jointingmaterials and rubber rings labour etc. complete.Note : Only SBR Rubber gaskets to be used as perIS-5382 and IS-12820. DI K-7 without Rubber Rings

Quantity-

Rate-

Amount -

A) 400 MM DIA. DI K7 PIPE

Quantity1100

Rate-

Amount 219

B) 350 MM DIA. DI K7 PIPE

Quantity1030

Rate-

Amount 182

C) 300 MM DIA. DI K7 PIPE

Quantity890

Rate-

Amount 146

D) 250 MM DIA. DI K7 PIPE

Quantity3610

Rate-

Amount 135

E) 200 MM DIA. DI K7 PIPE

Quantity590

Rate-

Amount 103

F) 150 MM DIA. DI K7 PIPE

Quantity5680

Rate-

Amount 78

G) 100 MM DIA. DI K7 PIPE

Quantity1240

Rate-

Amount 58

Item No. 8 Hydraulic testing of C.I./D.I. pipe line to specifiedpressure including cost of all materials andlabour and water for testing for specified lengthincluding cutting, placing end cap making arrangementfor filling safe water using reciprocatingtype pumps which should be able to providespecified test pressure gauges and othernecessary equipments, labour, operationcharges, etc. required for testing. The rate underthis item shall also include cost of retesting,if necessary and reinstating to original positionusing water supplied by the contractor. DI K-7 without Rubber Rings

Quantity-

Rate-

Amount -

A) 400 MM DIA. DI K7 PIPE

Quantity1.1

Rate-

Amount 28104

B) 350 MM DIA. DI K7 PIPE

Quantity1.03

Rate-

Amount 22646

C) 300 MM DIA. DI K7 PIPE

Quantity0.89

Rate-

Amount 18581

D) 250 MM DIA. DI K7 PIPE

Quantity3.61

Rate-

Amount 16491

E) 200 MM DIA. DI K7 PIPE

Quantity0.59

Rate-

Amount 12659

F) 150 MM DIA. DI K7 PIPE

Quantity5.68

Rate-

Amount 9639

G) 100 MM DIA. DI K7 PIPE

Quantity1.24

Rate-

Amount 7201

ITEM NO 9: Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin-charge (For all class of pipes.) as per IS-783-1985.

Quantity-

Rate-

Amount -

300 mm dia

Quantity180

Rate-

Amount 185

600 mm dia

Quantity72

Rate-

Amount 404

ITEM NO 10 : Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Sluice Valve / Scour Valve

Quantity-

Rate-

Amount -

100 mm dia scour valve

Quantity3

Rate-

Amount 2065

150 mm dia scour valve

Quantity8

Rate-

Amount 3245

200 mm dia sluice valve

Quantity3

Rate-

Amount 3376

250 mm dia sluice valve

Quantity5

Rate-

Amount 4399

300 mm dia sluice valve

Quantity5

Rate-

Amount 4563

350 mm dia sluice valve

Quantity4

Rate-

Amount 5623

ITEM NO.11: Providing and constructing B.B. masonry valvechamber with 15 cm thick 1:3:6 proportion PCCbedding, excluding excavation, B.B. masonry inC.M. 1:5 Proportion precast RCC frame andcover, etc. complete as directed by Engineer-incharge. Note: Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M)

Quantity28

Rate-

Amount 10179

ITEM NO.12: Reinstating the road surface to Existing cement concrete road following grades of plain cement concrete of trap/granite/quartizite /gneiss metal for foundation and bedding including normal dewatering ,formwork ,compaction and curing etc complete. M15 Concreting of slab

Quantity250

Rate-

Amount 6384.85

ITEM NO.13 : Refilling of pipe trenches from barrow pits with 50 M lead and 2 M lift including ramming in 150 mm thick layers with watering etc. completed

Quantity13496.48

Rate-

Amount 72

ITEM NO.14: Cutting and champhering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer-in charge( for all class of pipes.)

Quantity-

Rate-

Amount -

400 MM DIA.

Quantity4

Rate-

Amount 204

350 MM DIA.

Quantity4

Rate-

Amount 161

300 MM DIA.

Quantity4

Rate-

Amount 156

250 MM DIA.

Quantity4

Rate-

Amount 132

200 MM DIA. .

Quantity4

Rate-

Amount 92

150 MM DIA.

Quantity4

Rate-

Amount 73

100 MM DIA.

Quantity6

Rate-

Amount 47

Item No.15 Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed. For Following Sluice valve /Scour Valves.

Quantity-

Rate-

Amount -

100 mm dia scour valve

Quantity6

Rate-

Amount 1430

150 mm dia scour valve

Quantity16

Rate-

Amount 2574

200 mm dia sluice valve

Quantity6

Rate-

Amount 3335

250 mm dia sluice valve

Quantity10

Rate-

Amount 5031

300 mm dia sluice valve

Quantity10

Rate-

Amount 5632

350 mm dia sluice valve

Quantity5

Rate-

Amount 7427

Sub Work No. 21 PART B Provision for Push through for Railway crossing. 2 No. x 600 mm dia. 50 m Length Each.

Quantity-

Rate-

Amount -

Item No. 1 :- Excavation for foundation / pipe trenches in earth soil of all type ,sand ,gravel and soft murum hard murum,soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50.0m and the lift as below, stacking and spreading as directed , normal dewatering preparing bed for foundation and excluding back filling.for driving/ Thrust pit,For Reception Pit,for pipe to be laid by open cut and fill method.

Quantity290

Rate-

Amount 207.83

Item No. 2:- Providing and laying in situ C.C.Concrete M150 (1:2:4) of trap , granite, quartzite, gniss metal in foundation and bending including plywood, steel formwork, bailing out water compacting, finishing etc. complete

Quantity3

Rate-

Amount 6384.85

Item No.3:-Providing and casting in situ C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for RCC Work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to be provided and curing, etc.complete. (By weigh batching and mix design for M-250 and M-300 only. Use to L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.Excluding M.S. or Tor reinforcement.For Thrust wall M25

Quantity4.05

Rate-

Amount 9352.64

Item No. 4:- Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates, gas cutting to requried size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc, complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).( A ) FOR CASING PIPEMS PIPE 610 MM INT DIA/ 10 MM THICKNESS

Quantity100

Rate-

Amount 9348

Item No. 5:- Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, elow 3.0 m depth including lowering, laying, jointing of M.S. casing pipe including cost of labour fuels and material, required welding machinary, tripod, chain pulley block, vrane, blower etc. transportation and dewatering etc. complete as diredeted by Engineer-in-charge but excluding cost of M.S. pipe,( B) CASING PIPE 500 TO 1000 MM DIA.

Quantity100

Rate-

Amount 31904

Item No. 7:- Welding in all positions with required number of runs, for M.S. pipes internally and/ or externally including gauging wherever necessacery, fixing appurtenances and other acessoceries in connection with pipe laying work as per specifications.BUTT JOINT.For casing pipe, for 600 mm dia, Butt Joint 10 mm thick

Quantity66.23

Rate-

Amount 1168

Item No. 8:- Providing ISI mark G.I. pipes of following class and diameters including all local and central taxes, octrai, inspection charges , transportation to stores etc. complete. A) Medium class 50 mm Dia. for Vent pipes at Two locations

Quantity24

Rate-

Amount 300

Item No. 9:- Providing and supplying H.D. Rubber cushion chairs of suitable size and depth 100 mm for 168 mm dia M.S. Pipes in casing pipe of 400 mm M.S. to avoid vibration from Traffic including all taxes (Central and local) Rly loading into truck, transporation upto departmental store, unloading stacking etc. complete.

Quantity34

Rate-

Amount 14500

Item No. 10:- Providing and applying epoxy paint of approved make ( Shalimar,cibam or mahindra & mahindra) to concrete surface of RCC ESR or GSR or any other structure including cleaning the surface by scrapping and air blower to the satiafaction of Engineer in charge necessacery scaffolding etc. complete with all leads and lifts and giving satisfactary hydraullic testing for water tightness as per IS codes.For casing pipe 600 mm Dia.Inner surface and outer surface

Quantity191.66

Rate-

Amount 640

Item No. 13:- Refilling the trenches with the available excavated stuff with soft material first over pipeline and then hard material in layers with all leads and lifts including consolidation , surcharging etc. complete.

Quantity256.81

Rate-

Amount 72

Sub work No.22 Providing, Lowering , Laying ,Jointing and Testing 90 MM TO 200 MM DIA H.D.P.E 6 KG/CM 2 PIPES FOR DISTRIBUTION SYSTEM FOR ALL ZONES L=91285 M

Quantity-

Rate-

Amount -

ITEM NO.1: Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. HDPE PIPE PE 100 6 KG / CM2

Quantity-

Rate-

Amount -

a) 90 MM DIA. HDPE PIPE

Quantity78016

Rate-

Amount 173

b) 110 MM DIA. HDPE PIPE

Quantity7760

Rate-

Amount 251

c) 140 MM DIA. HDPE PIPE

Quantity3712

Rate-

Amount 432

d) 160 MM DIA. HDPE PIPE

Quantity1193

Rate-

Amount 559

e) 180 MM DIA. HDPE PIPE

Quantity493

Rate-

Amount 704

f) 200 MM DIA. HDPE PIPE

Quantity111

Rate-

Amount 825

ITEM NO.2 : Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Sluice Valve PN 1.0 Without Bypass arrangement

Quantity-

Rate-

Amount -

80 mm dia C.I.D.F. Sluice Valve

Quantity30

Rate-

Amount 4796

100 mm dia C.I.D.F. Sluice Valve

Quantity25

Rate-

Amount 6388

150 mm dia C.I.D.F. Sluice Valve

Quantity20

Rate-

Amount 9580

ITEM NO.3: Providing and supplying ISI standard HDPE specials suitable for above pipe including all taxes (Central & Local) railway freight insurance, unloading from railway wagon, loading into truck transport to departmental store / site unloading and stacking etc complete

Quantity-

Rate-

Amount -

A) HDPE PIPE PE 100 6 KG / CM2 Specials H.D.P.E.Pipes .Payment shall be made as per price list attached herewith.

Quantity1

Rate-

Amount 3497352

ITEM NO.4 : Excavation for foundation / pipe trenches in earth soil, soft murum,hard murum,hard murum & boulder, WBM road,hard rock & concrete road by chiseling, wedging line, drilling etc, including trimming and leveling, the bed, including removing the excavated material upto a distance of 50 M and lifts as directed below, stacking and spreading as directed dewatering, shoring and strutting , preparing the bed for the foundation excluding back filling etc

Quantity-

Rate-

Amount -

a) Lift 0.00 M to 1.500M

Quantity71085.7

Rate-

Amount 298

ITEM NO.5 : Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II. HDPE PIPE P.E. 100 6 Kg / CM2

Quantity-

Rate-

Amount -

a) 90 MM DIA. HDPE PIPE

Quantity78016

Rate-

Amount 61

b) 110 MM DIA. HDPE PIPE

Quantity7760

Rate-

Amount 64

c) 140 MM DIA. HDPE PIPE

Quantity3712

Rate-

Amount 97

d) 160 MM DIA. HDPE PIPE

Quantity1193

Rate-

Amount 105

e) 180 MM DIA. HDPE PIPE

Quantity493

Rate-

Amount 105

f) 200 MM DIA. HDPE PIPE

Quantity111

Rate-

Amount 117

ITEM NO.6: Hydraulic testing of H. D. P. E./ M. D. P. E. pipeline to specified pressure including cost of all materialsand labour and water for testing for specifiedlength including cutting, placing end cap making arrangementfor filling safe water using reciprocatingtype pumps which should be able to provide specifiedtest pressure gauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall also includecost of retesting, if necessary and reinstating to originalposition.. HDPE PIPE P.E. 100 6 Kg / CM2

Quantity-

Rate-

Amount -

a) 90 MM DIA. HDPE PIPE

Quantity78.02

Rate-

Amount 6765

b) 110 MM DIA. HDPE PIPE

Quantity7.76

Rate-

Amount 6765

c) 140 MM DIA. HDPE PIPE

Quantity3.71

Rate-

Amount 11275

d) 160 MM DIA. HDPE PIPE

Quantity1.19

Rate-

Amount 11275

e) 180 MM DIA. HDPE PIPE

Quantity0.49

Rate-

Amount 11275

f) 200 MM DIA. HDPE PIPE

Quantity0.11

Rate-

Amount 12403

ITEM NO 7 : Lowering, laying and jointing in position followingC.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of all labour jointing material, includingnut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Sluice Valve / Scour ValvePN 1.0

Quantity-

Rate-

Amount -

80 mm dia C.I.D.F. Sluice Valve

Quantity30

Rate-

Amount 1580

100 mm dia C.I.D.F. Sluice Valve

Quantity25

Rate-

Amount 2065

150 mm dia C.I.D.F. Sluice Valve

Quantity20

Rate-

Amount 3245

ITEM NO.8 : Providing and fixing CI Road box including loading, unloading and carting to site of work including all necessary excavation in all type of strata and fixing in murum packing etc. complete. 225 x 300 mm (40 Kg) (For sluice Valve in D/SYSTEM )

Quantity75

Rate-

Amount 3144

ITEM NO.9 : Providing and laying in situ Cement concrete oftrap/granite /quartzite/ gneiss metal for RCC work infoundation like raft, grillage, strip foundation andfooting of RCC columns and steel stanchionsincluding normal dewatering, 'plywood form work,bully/steel propups, compaction, finishing andcuring, etc, complete. (By weigh batching and mixdesign for M-250 and M-300 only. Use of L & T,A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree,etc. cement is permitted.) (excluding M.S. or Torreinforcement) RCC M 150

Quantity9.38

Rate-

Amount 6384.85

ITEM NO.10 : Providing and fixing in position steel barreinforcement of various diameters for RCC piles,caps, footings, foundations, slabs, beams, columns,canopies, staircases. newels, chajjas, lintels, pardies,copings, fins, arches, etc. as per detailed designs,drawings and schedules; including cutting, bending,hooking the bars, binding with wires or tack weldingand supporting as required, etc. complete.(including cost of binding wire). For Thrust blocks / bend, STEEL-Fe500.

Quantity0.75

Rate-

Amount 57884

ITEM NO.11: Refilling of pipe trenches from barrow pits with 50 M lead and 2 M lift including ramming in 150 mm thick layers with watering etc. completed

Quantity66325.46

Rate-

Amount 72

ITEM NO.12: Reinstating the road surface to Existing cement concrete road following grades of plain cement concrete of trap/granite/quartizite /gneiss metal for foundation and bedding including normal dewatering ,formwork ,compaction and curing etc complete. P.C. C. M -150

Quantity6300

Rate-

Amount 6384.85

ITEM NO.13: Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete. Outside walkway & for Road on pipe trenches

Quantity3150

Rate-

Amount 1049

ITEM NO.14 Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed.

Quantity-

Rate-

Amount -

80 mm dia M J Coupler

Quantity60

Rate-

Amount 1311

100 mm dia M J Coupler

Quantity50

Rate-

Amount 1430

150 mm dia M J Coupler

Quantity30

Rate-

Amount 2574

Sub work No.23 Miscellaneous and other Allied civil works (Trial Run)

Quantity-

Rate-

Amount -

Item No 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment. For Five villages one year

Quantity1

Rate-

Amount 763548

Sub work No.24

Quantity-

Rate-

Amount -

ITEM NO. 1 : ELECTROMAGNETIC FLOW METER Designing, providing, installing and commissioning of various Dia Full Bore (Inline) Electromagnetic Flow Meter, for Raw / Pure water with accuracy 0.5% of measured value and protection as per given specifications including sensor, transmitter, printer, surge protections, data logger, sensor / transmitter cable – 25 m, GI duct – 25 m with necessary tool tackles, cranes etc as may be required at site etc. as per detailed specification. (for H/W outlet & Inlet of all MBR & ESR's ) including the cost of TPI and Manufacturars charges A) 250 mm dia( On Rising main of Outlet of H/W & Inlet of Aeration Fountain )

Quantity2

Rate-

Amount 150668

ITEM NO.2 : Removable mechanism type Bulk water meter as per ISO 4064 Providing, installing and giving satisfactory field testing of bulk water meter, horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C Temperature duly sealed against tampering complete with flanges at both ends and conforming to class B as per ISO 4064 along with manufacturer's test certificate and guarantee certificate, including cost of all materials and labour etc with OIML. MID certification for Abroad meter and FCRI for India including 36 months guarantee etc complete

Quantity-

Rate-

Amount -

A) 250 mm dia( On inlet of MBR)

Quantity1

Rate-

Amount 67434

B) 150 mm dia( On Inlet of ESR's of Pindkepar & Fulchurtola Village )

Quantity2

Rate-

Amount 26271

C) 100 mm dia( On Inlet of ESR's of Nangpurmurry, Fulchurtola, Fulchur, Karanja, Pindkepar Village existing & proposed ESR's )

Quantity10

Rate-

Amount 17252

Item no.3 : Sensor/ Transmitter Cables Supplying erecting commissioning & giving satisfactory test & trial of sensor/transmitter cable -3x.38 mm sq. pvc cable with commn,braided copper shied etc. complete.

Quantity80

Rate-

Amount 162

Item no. 4 : Coil Cables Supplying erecting commissioning & giving satisfactory test & trial of Coil cable -3x.75mm sq. pvc cable with commn,braided copper shied etc. complete.

Quantity80

Rate-

Amount 146

Item No. 5 :- GI Duct: Providing and laying GI duct of 100 mm with all the necessary fittings, joints etc., for housing the cables between sensor and transmitter etc. complete as per detailed specification.

Quantity80

Rate-

Amount 295

Item no.6 : PANEL CABINET Providing and fitting Panel Cabinet for fixing flowmeter transmitter with proper locking arrangement with glass window on front door for seeing the readings of flow transmitter and data logger without opening of the panel cabinet . It should house complete ancillaries and including the provision for connection of electrical power supply from near by appratus. The panel Cabinet Shall be pre wired & with suitable gland entries.M.S. Canopy fabricated from M.S. plate for housing Electromagnetic Flow meter including cutting, welding, fabricting etc. complete.

Quantity2

Rate-

Amount 5565

ITEM NO. 7 : GI DUCT :- Providing and laying GI duct of 100 mm with all the necessary fittings, joints etc, for housing the cables between sensor and transmitter etc. complete as per detailed specification.

Quantity100

Rate-

Amount 295

ITEM NO.8 :EXCAVATION FOR CHAMBER & METER FIXING :- Excavation for Foundation/ pipe trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material up to a distance of 50 mtr. And lift 1.5 mtr. Stacking and spreading as directed, manual dewatering preparing the bed for foundation and as per detailed specification. Size : 3 x 2.5 x 1.5 x 1.5 (Average) .This escavation for fixing of Meter, Stainer, Distance Pieces

Quantity90

Rate-

Amount 140

ITEM NO. 9 : CUTTING OF EXISTING PIPELINE :- Cutting and champhering of pipes of following diameter including cost of all materials and labour involved etc., competed as directed by in Engineer in charge (For all class of pipes)

Quantity1

Rate-

Amount 1462

Item no.10 : M.S. PIPES ( Barrel ) Providing, lowering, laying, jointing and testing M.S. Pipes (Barrel) as per standard specifications and approved size & layout of flowmeter

Quantity1800

Rate-

Amount 77

ITEM NO : 11 M.S. FLANGES Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.

Quantity360

Rate-

Amount 134

Item no. 12: C.I. Mechanical compression Flanged/Socket Tail Pieces Providing, installing and giving satisfactory field testing of C.I. mechanical compression Flanged/ Socket Tail Pieces ( Popularly known as I-TM flanged / socket tail piece) suitable for making flanged connection with the plain barrel of C.I. spun pipes (as per IS 1536/2001) and D.I. pipes(AS per IS 8329/2000). The tail piece to be supplied complete with sealing rubber gasket of S.B.R. cast iron follower glands and mild steel nut bolts . The whole assembly should be mechanically and hydraulically tested as per provisions laid down in IS 1538/1993.

Quantity-

Rate-

Amount -

a) 300 mm dia

Quantity6

Rate-

Amount 5632

b) 200 mm dia

Quantity4

Rate-

Amount 3335

c) 150 mm dia

Quantity8

Rate-

Amount 2574

d) 100 mm dia

Quantity12

Rate-

Amount 1430

ITEM NO.13 : RCC VALVE CHAMBERS :- Providing and constructing RCC valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, RCC raft including, excavation, RCC slab cover, etc. complete as directed by Engineer-in-charge.

Quantity-

Rate-

Amount -

A) Size 2.5 x 1.5 x 1.5 m Depth ( For 250 mm dia EMF )

Quantity3

Rate-

Amount 21901

A) Size 2.5 x 1.5 x 1.5 m Depth ( For 150 & 100 mm dia EMF )

Quantity12

Rate-

Amount 21901

ITEM NO. 14 : O & M FOR FLOW METER Note : Water Meter /Flow Meter 7% of Amount of Supply rate of flow meter/water meter shall be added for comprehensive maintenance of water meter for 36 months after the gurantee period Supply Cost of All Flow Meter Rs 543265 x 7 % = 116668/-

Quantity1

Rate-

Amount 38029

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.