Providing And Laying Drainage Pipe Line Work From Custom Ni Chali To Krishna Flat and Milfatak Culvert to Dalit Smashan Way at Viramgam Nagarpalika, Viramgam.

Name of Work :- Providing And Laying Drainage Pipe Line Work From Custom Ni Chali

To Krishna Flat and Milfatak Culvert to Dalit Smashan Way at Viramgam Nagarpalika,

Memorandum showing items works to be carried out :

Item QuantitiesE Item Of Work Tendered Unit Total Amount

Item QuantitiesE Item Of Work Tendered Unit Total Amount

No. stimated Rate according to

Qty. In Figure estimated

Custom Ni Chali To Krishna Flat

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

excavated stuff up to a lead of 90.oo mts Cleaning the site etc.

Completed for lifts and strata as Specified. Up to 1,50 mt Depth (d)

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

or by chiseling Only

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

1A 506.00 excavated stuff up to a lead of 90.oo mts Cleaning the site etc. 102.35 Cum

Completed for lifts and strata as Specified. Up to 1.50 mt Depth (a)

In all Sorts of Soiles and soft Murrum

Excavation for Pipeline Trenches : Excavation for pipe line

trenches incl.all safety Provisions using site rails and Stacking

1AA 389.00 excavated stuff up to a lead of 90.oo mts Cleaning the site etc. 112.70 Cum

Completed for lifts and strata as Specified. 1.50 mt to 3.00 mt Depth

(a) In all Sorts of Soiles and soft Murrum

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate

Resisting Cement) in standard lengths of following class and

diameter suitable for either collar joints or rubber ring joints

2 305.00 including all taxes, insurance, transportation, freight charges, 755.00 Rmt

octroi, inspection charges, loading, unloading, conveyance to

departmental stores, stacking etc. (B) Class NP3 Test Pressure

kg/sq.cm 300mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of

following diameters in proper position, grade and alignment at all

2A 305.00 level as directed by Engineer-in-charge including conveyance from 136.85 Rmt

stores to site of work, labour, giving hydraulic testing as per ISI

code. 300mm Dia

Sewer Manholes: Providing and constructing Sewer manholes,

scraper manholes and unit house connection chamber, as per the

type design in brick masonry in C. M. 1:5 and inside and outside

20mm thick plastering in C. M. 1:3 necessary 100 mm coping with

reinforcement in R.C.C.M. 200 fixing C. I. steps and fixing manhole

frame and covers (But excluding supply of manhole frame and

covers) over manholes and house connection chambers and fixing

3 10.00 Manhole covers (but excluding supplying of manhole covers) over 17816.95 Nos

scraper manhole etc. complete. providing and fixing safety chain

wherever necessary as per the stipulations in the type design

complete as per latest CPHEEO manual. (excl. excavation).

(A)Manhole type "A" Circular type having inside diameter of

mm for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

3A 10.00 Extra Depth 1.5m to 3.0 M for "A" type manhole 7622.20 Rmt

Refilling of Pipeline trenches : Refilling the pipe line trenches incl.

4 914.00 ramming, watering Consolideting desposal of surplus stuff as 25.30 Cum

directed within a radius of 3 Km

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H

Frame & Cover Manufacture Supply & Delivery at Store or at site of

work Precast RCC M -200 Frame & Cover Suilable to Drainage M.H

5 10.00 and per type design & Drawing including cost of Reinforcement M.S. 1121.00 Nos

Angles or Flat Curing mold work etc. a) For Sewer manholes -

Heavy Duty (i) Frame suitable for 560 mm Dia opening of MH

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H

Frame & Cover Manufacture Supply & Delivery at Store or at site of

work Precast RCC M -200 Frame & Cover Suilable to Drainage M.H

6 10.00 and per type design & Drawing including cost of Reinforcement M.S. 1173.00 Nos

Angles or Flat Curing mold work etc. a) For Sewer manholes -

Heavy Duty (ii) Cover Suitable for 560 mm Dia Opening of M.H

Constructing brick masonry chamber for underground C.I.

Inspection chamber and bends with bricks having crushing strength

not less than 35Kg/Cm2 inC.M.1:5C.I. cover with frame (Light duty)

455mmx 610mm intenal dimensions total weight of cover with

frame tobe not less than 38Kg. (Wt.ofcover23Kg.)and Wt.of

7 20.00 frame15Kg.) (R.C.C. top slabe with 1:2:4mix (1-cement :2 coarse 2932.93 Each

sand:4-graded stone aggregate 20mm size) foundation concrete

1:5:10 inside plaster 15mm thick with cement mortar1:3 finished

smooth with a floating coat of neat cement on walls and bed

concrete etc. complete.(i) Inside dimensions 455mmx6110mm and

450mm deep for single pipe line.

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the same in

position including all accessories, and fuel and labour etc.

complete.( 1 HP Rate 18.32)

Labour charges for repairing in CI/DI pipeline of following diameter

at different places, including necessary excavation manually or by

machinery, removing of mud, dewatering, cleaning of pipe cuting of

pipe jointing & repaining using CID joints including CID joints

rubber rings nut botts hiring excavator, hydra /crane dewatering

macine fule operator ect completed (including cost of Jointing

material but excluding cost of pipe) 300mm Dai Pipe

Milfatak Culvert to Dalit Smashan Way

Excavation for Pipeline Trenches : Excavation for pipe line trenches

incl.all safety Provisions using site rails and Stacking excavated stuff up

1 162.00 to a lead of 90.oo mts Cleaning the site etc. Completed for lifts and 427.80 Cum

strata as Specified. Up to 1,50 mt Depth (d) In hard rock and /or C.C.

1:2:4 or RCC with Blasting and Chiseling or by chiseling Only

Excavation for Pipeline Trenches : Excavation for pipe line trenches

incl.all safety Provisions using site rails and Stacking excavated stuff up

1A 1052.00 to a lead of 90.oo mts Cleaning the site etc. Completed for lifts and 102.35 Cum

strata as Specified. Up to 1.50 mt Depth (a) In all Sorts of Soiles and

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable

for either collar joints or rubber ring joints including all taxes,

2 110.00 insurance, transportation, freight charges, octroi, inspection charges, 527.00 Rmt

loading, unloading, conveyance to departmental stores, stacking etc.

(B) Class NP3 Test Pressure 0.7 kg/sq.cm 250mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as

2A 110.00 directed by Engineer-in-charge including conveyance from stores to 111.55 Rmt

site of work, labour, giving hydraulic testing as per ISI code. 250mm

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable

for either collar joints or rubber ring joints including all taxes,

3 232.00 insurance, transportation, freight charges, octroi, inspection charges, 471.00 Rmt

loading, unloading, conveyance to departmental stores, stacking etc.

(B) Class NP3 Test Pressure 0.7 kg/sq.cm 225mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as

3A 232.00 directed by Engineer-in-charge including conveyance from stores to 101.20 Rmt

site of work, labour, giving hydraulic testing as per ISI code. 225mm

Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting

Cement) in standard lengths of following class and diameter suitable

for either collar joints or rubber ring joints including all taxes,

4 370.00 insurance, transportation, freight charges, octroi, inspection charges, 1361.00 Rmt

loading, unloading, conveyance to departmental stores, stacking etc.

(B) Class NP3 Test Pressure 0.7 kg/sq.cm 450mm dia

Lowering, laying and jointing R. C. C. pipes in C. M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as

4A 370.00 directed by Engineer-in-charge including conveyance from stores to 196.65 Rmt

site of work, labour, giving hydraulic testing as per ISI code. 450mm

Sewer Manholes: Providing and constructing Sewer manholes, scraper

manholes and unit house connection chamber, as per the type design

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

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

R.C.C.M. 200 fixing C. I. steps and fixing manhole frame and covers

(But excluding supply of manhole frame and covers) over manholes

and house connection chambers and fixing Manhole covers (but

5 10.00 excluding supplying of manhole covers) over scraper manhole etc. 17816.95 Nos

complete. providing and fixing safety chain wherever necessary as per

the stipulations in the type design complete as per latest CPHEEO

manual. (excl. excavation).

(A)Manhole type "A" Circular type having inside diameter of 1200 mm

for depth upto 1.5 m depth (for 150 mm to 500 mm dia sewer)

Refilling of Pipeline trenches : Refilling the pipe line trenches incl.

6 1118.00 ramming, watering Consolideting desposal of surplus stuff as directed 25.30 Cum

within a radius of 3 Km

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H Frame

& Cover Manufacture Supply & Delivery at Store or at site of work

Precast RCC M -200 Frame & Cover Suilable to Drainage M.H and per

7 10.00 type design & Drawing including cost of Reinforcement M.S. Angles or 1121.00 Nos

Flat Curing mold work etc. a) For Sewer manholes - Heavy Duty (i)

Frame suitable for 560 mm Dia opening of MH

RCC Precasr M.H Frame & Cover - Heavy Duty RCC Precasr M.H Frame

& Cover Manufacture Supply & Delivery at Store or at site of work

Precast RCC M -200 Frame & Cover Suilable to Drainage M.H and per

8 10.00 type design & Drawing including cost of Reinforcement M.S. Angles or 1173.00 Nos

Flat Curing mold work etc. a) For Sewer manholes - Heavy Duty (ii)

Cover Suitable for 560 mm Dia Opening of M.H

Raising of I.C. Chamber av 0.180 mtrs Height with Brick Masonary in

C.M 1:6 at top including cost of excavation refiting of frame & cover in

9 23.00 C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of Dismentaling 992.16 Each

Material from site etc. Completed incl. all carting and providing of

materials which is required for the purpose (except frame and Cover)

Labour charges for repairing in CI/DI pipeline of following diameter at

different places, including necessary excavation manually or by

machinery, removing of mud, dewatering, cleaning of pipe cuting of

10 4.00 pipe jointing & repaining using CID joints including CID joints rubber 5315.30 Nos

rings nut botts hiring excavator, hydra /crane dewatering macine fule

operator ect completed (including cost of Jointing material but

excluding cost of pipe) 250mm Dai Pipe

Labour charges for repairing in CI/DI pipeline of following diameter at

different places, including necessary excavation manually or by

machinery, removing of mud, dewatering, cleaning of pipe cuting of

10A 4.00 pipe jointing & repaining using CID joints including CID joints rubber 3933.00 Nos

rings nut botts hiring excavator, hydra /crane dewatering macine fule

operator ect completed (including cost of Jointing material but

excluding cost of pipe) 200mm Dai Pipe

Labour charges for repairing in CI/DI pipeline of following diameter at

different places, including necessary excavation manually or by

machinery, removing of mud, dewatering, cleaning of pipe cuting of

10B 4.00 pipe jointing & repaining using CID joints including CID joints rubber 12752.35 Nos

rings nut botts hiring excavator, hydra /crane dewatering macine fule

operator ect completed (including cost of Jointing material but

excluding cost of pipe) 450mm Dai Pipe

Renovation of manhole by increasing the height at top including cost

of excavation, refitting of C. I. manhole frame and cover curing etc.

complete incl. all carting and providing of materials which is required

for the purpose (except manhole frame and cover) For all type

11 5.00 manhole by providing RCC 1:2:4 Partition walls with required 3880.10 Nos

reinforcement 25 cm thick and circular opening with 500mm clear dia

and 0.40 mt. av.

Providing & laying cement concrete 1:4:8 (1 cement : 4 coarse sand :

Crushed stone aggregates 40 mm nominal size) and excluding cost of

reinforcement in reinforced concret for following grades, machined

batched & machine vibrated concrete using graded hard (black trap)

12 158.00 stone aggregate of 40mm nominal size obtained from quarry including 2830.46 Cum

mechanical mixing, mechanical vibrating, compaction, finishing, curing

Completed as approved by the Architect and Engineer-in-charge, in

cement mortar in proportion recommended by the manufacturer.., (A)

Foundation and plinth.

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of

columns and Mass concret

TOTAL NET AMOUNT

Estimated amount Estimated amount

Put to tender Rs ……............. Put to tender Rs……............

Deduct .............% below Rs………… Add............% above Rs……………

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as

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Note : 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under this signature.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

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Note : 4 To be continued on additional sheets, if found necessary.

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Viramgam Nagarpalika