Providing And Laying Drainage Line Work at Dharmendra Xerox To Nagarpalika Pumping Station at Viramgam Nagarpalika, Viramgam. (4th Attempt)

Name of Work :Providing And Laying Drainage Line Work at Dharmendra Xerox To

Nagrpalika Pumping Station at Viramgam Nagarpalika, Viramgam.

Memorandum showing items works to be carried out :

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

Item QuantitiesEs Item Of Work Tendered Unit Total Amount

No. timated Qty. Rate according to

In Figure estimated

Providing And Laying Drainage Line Work at Dharmendra Xerox To Nagrpalika Pumping Station at

Viramgam Nagarpalika, Viramgam.

Excavation for Pipeline Trenches : Excavation for pipe line trenches

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

1 237.00 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

Excavation for Pipeline Trenches : Excavation for pipe line trenches

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

1A 240.00 to a lead of 90.oo mts Cleaning the site etc. Completed for lifts and 112.70 Cum

strata as Specified. to 1,50 to 3.00 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 excavated stuff up

2 38.00 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

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 insurance, transportation, freight charges, octroi, inspection charges,

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

(A) Class NP3 Test Pressure 0.7 kg/sq.cm 300mm dia. (B) Class NP3

Test Pressure 0.7 kg/sq.cm 450mm dia

160.00 (A) Class NP3 Test Pressure 0.7 kg/sq.cm300mm dia. 755.00 Rmt

0.00 (B) Class NP3 Test Pressure 0.7 kg/sq.cm 450mm dia. 1361.00 Rmt

Providing and supplying ISI marked only standerd Lenth staneware

pipes in standard lengths of following class and diameter including all

taxes, insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading, conveyance to the departmental stores

Staking etc. complete. (IS -651/1989).

Class A - 150mm

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

directed by Engineer-in-charge including conveyance from stores to

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

160.00 (A) Class NP3 Test Pressure 0.7 kg/sq.cm300mm dia. 101.20 Rmt

0.00 (B) Class NP3 Test Pressure 0.7 kg/sq.cm 450mm dia. 196.65 Rmt

Lowering, laying and jointing PVC pipes and specials of following class

and diameter includin cost of conveyance from stores to site of works

6 0.00 including cost of labour, material, except ement solvent, giving 0.00 Rmt

satisfactory hydraulic testing as per ISI code .200mm PVC PIPES 6 kg/

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

7 6.00 excluding supplying of manhole covers) over scraper manhole etc. 21628.05 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.

ramming, watering Consolideting desposal of surplus stuff as 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 and per

type design & Drawing including cost of Reinforcement M.S. 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 and per

10 6.00 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

11 16.00 C.C. 1:2:4, Plastring in C.M 1:3 curring % Disposal of Dismentaling 1134.07 Nos

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

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

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 16.00 stone aggregate of 40mm nominal size obtained from quarry including 3222.81 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

13 20.00 reinforced concrete work in (A) Foundations, footings, Base of 4574.56 cum

columns and Mass concret

Estimated amount Estimated amount

Put to tender Rs …515940.83 Put to tender Rs…515940.83

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

Total Rs………… Total Rs……………