R.C.C Road Work From Bhojava Village Main To Railway Under Pass and Pipe Culvert Work at Viramgam Nagarpalika, Viramgam.

Name of Work :- R.C.C Road Work From Bhojava Village Main To Railway Under Pass

and Pipe Culvert Work at Viramgam Nagarpalika, Viramgam.

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

Earth work for embankment including breaking clods

,dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which

occurduring the processusing power roller 8T to10T.(E)

From Borrow area within 3.0KM. lead

Construction of Granular Sub Base (GSB) by providing coarse

graded material of grading-1 spreading in unifprm layers

with motor grader on prepared surface,mixing by mix in

2 260.00 place method with rotavator at OMC,and compacting with 1511.97 Cu.Mt

vibratory roller to achieve the desired density,complete as

per MORT specification.

Providing and laying Compacted WBM (Grade II) with BT

crushed metal of size 40mm to 90mm) including using 20%

stone Screening grit 0.16 cum and stone dust 0.08 cum as

filler including for Spreading, watering & consolidation by

vibrator power road roller 8 tone to 12 tone etc complete as

per morth clause

Providing and laying cement concrete 1:4:8 (1-Cement : 4-

coarse sand : 8- Crushed stone aggregates 40 mmnominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Providing TMT Bar FE 500D reinforcement for R.C.C. work

5 5678.40 including bending, binding and placing in position complete 76.21 Kg

upto floor two level.

Providing and Laying cement concrete 1:1.5:3 (1 Cement :1.5

Course sand :3 graded stone aggregate 20mm nominal size)

for C.C. road and curing. Finising the cement concrete road

by trimix process inclusive of labour charges for trimix

surfece floater, surface vibrator including channeling and

making grooves % rough finish to surface by providing

expansion joints, construction joint and Contraction joint

with fillings of joints with asphalt filler and Hardener etc.

completed as directed by engineer in charge.

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

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

Supplying and fixing reinforced concrete heavy duty

nonpressure pipes with collars for culverts carrying heavy

traffic as per IS 458-1991 specifications including setting the

pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(ii) 450mm dia.

Filling available excavated earth (excluding rock) in

trenches. plinth, sidesof foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

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 manhole by providing

RCC 1:2:4 Partition walls with required reinforcement 25 cm

thick and circular opening with 500mm clear dia and

Providing and Fixing for Terminalia, Bottle Palm ,Plumeria /

Frangipani (Champa) , Spanish Cherry or Bullet Wood

(Borsali ),Blackboard Tree (Saptaparni) ,White teak, Gamhar,

or Malay beechwood (Seven) ,Burflower-tree (Kadam) etc.

Plant - Approx 12' ft Height. , including Excavation 2ft X 2ft X

3ft, Refiling mixture of good earth and manuare in the ratio

of 2:1 (2 patrt of good earth and 1 part of the manure),3 -

Month maintenance as per direction of the officer-in-charge

Excavation for foundation in sand, gravel, clay soft soils and

murrum etc. including shoring, strutting dewatering as necessary

and disposing of the excavated stuff as directed.(A) Depth upto

M. and lead upto 100m for 10 Cum

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

: 8 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) stone aggregate of 40mm nominal size obtained from

2 15.00 quarry including mechanical mixing, mechanical vibrating, 2830.46 Cu.Mt

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 casting in situ ordinary cement concrete M-150 mix

and providing necessary pin headers including shuttering,

scaffolding, laying vibrating curing and finishing complete without

V Grooves. (A) Height from 0.0 to 5.00 mt (SOR P.No 136, It.No

27053A +Add cement diff 70 kg x 6.46per Kg= 3414.36 +

Supplying and fixing reinforced concrete heavy duty non pressure

pipe with collars for culverts carrying heavy traffic as per IS 458-

4 22.00 1991 specification including setting and joining the pipes in C.M. 3446.50 R.Mt

1:2 watering and laying ( to level or slope) of I.S.Class NP 3 of

Providing H.Y.S.D. Bar reinforcement for R.C.C. work including

5 555.00 bending, binding and placing in position complete upto floor two 62.80 Kg

level (more than 10 ton)

Providing and casting in situ ordinary cement concrete 1:1.5:3 (1

Cement :1.5Coarsed Sand : 3 Graded Stone Aggregate 20mm

nominal size ) for C.C. Road incluing cost of Form work and

excluding cost of reinforcement in reinforced concret for following

grades, machined batched & machine vibrated concrete using

graded hard (black trap) stone aggregate of 20mm nominal size

6 22.00 obtained from quarry including mechanical mixing, mechanical 4368.13 Cu.Mt

vibrating, compaction, finishing, curing and finishing by trimix

process including providing Construction Contraction and

expansion joint and filling in joints with bitumen etc.Completed as

approved by the Architect and Engineer-in-charge, in cement

mortar in proportion recommended by the manufacturer.

TOTAL NET AMOUNT

Estimated amount Estimated amount

Put to tender Rs …974503.41 Put to tender Rs…974503.41

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