Constructing Compound Wall at Umara Colony under juridiction of Anaval Sub Dn. Office.

Name of Work:- Constructing Compound Wall at Umara Colony under juridiction of Anaval Sub Dn. Office.

Memorandum showing items of work to be carried out

Item Quantities Item of work Estimated Rates Per. Total Amount

Item Quantities Item of work Estimated Rates Per. Total Amount

No. estimated Unit according to

but may be estimated

more or less In figure quantities

Rupees in Words.

Item No.1 Clearing the canal land width including

removing the shrub, bushes, cactus, weeds other

vegetation including cutting down trees upot 0.50cm girth Rupees Fourteen And

and depositing the removed materials outside the canal Paisa Sixty Only

land width up to lead of 50 meter as directed etc.

complete.(Without water pool)

Item No.2 Dismentalling the existing brick masonry

including sorting out and stacking the useful materials and Rupees Seven

2 73.60 M³ removing the debries and making good the damage etc. 757.40 Hundred Fifty Seven M³

complete as directed And Paisa Forty Only

(b) In cement mortar

Item No.3 Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft & hard

murrum, etc. dry condition including depositing the Rupees Eighty One

excavated stuff in uniform layers in banks or as directed And Paisa Fifty Only

etc. complete for lead uo to 1.0 Km and all lifts. (By

machinery) (a) Above water table.

Item No.4 Providing and placing in position Rupees Seven

reinforcement bars including cutting, bending welding, Thousand One

joints where necessary, hooking etc. complete as per Hundred Ninety Four

drawing for all lead and lifts. (b) TMT Only

Item No.5 Providing and laying Plain /Reinforced cement

concrete of cement,sand and metal (20 mm to 25mm Rupees Four Thousand

size) in following proportion laid in situ including sutte Nine Hundred Forty

ring, temping, smooth finishing,curingetc.complete as Three And Paisa

directed for all lead sand lifts (Manually With Ninety Only

Conventional Mixer) (iv)1:2:4

Rupees Five Thousand

Three Hundred Eighty

And Paisa Twenty

Item No.6 Providing and laying burnt brick (conventional

Rupees Five Thousand

size) masonary for Super structure in ordinary portland

Two Hundred Eighty

6 160.00 M³ cement mortar 1:5 proportion including racking out joints 5284.70 M³

upto 15mm. depth curing etc. complete for all lead and

Item No.7 Providing cement plaster in various thickness

proportion including smooth finishing, curing, scaffolding

etc. comp. for all leads and lifts, as under (a) cement Rupees Two Hundred

7 1609.00 M2 mortar 1:3 Proportion.(i) 20 mm THICK. 290.80 Ninety And Paisa M2

Item Quantities Item of work Estimated Rates Per. Total Amount

Item Quantities Item of work Estimated Rates Per. Total Amount

No. estimated Unit according to

but may be estimated

more or less In figure quantities

Rupees in Words.

Item No.8 Distempeing (Two coats) with oil bound

distemper of approved brand and manufacture and of

required shade on wall surfaces to give an even shade,

over and including a priming coat with distemper primer Rupees Seventy Two

of approved brand and manufacture after thoroughly And Paisa Thirty Only

brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface

even and sand papered smooth.

Item No.9 Providing and Fixing in position Steel Gate Rupees Twenty Eight

Size 4.00 x 1.80 mt including fabrication, cutting, Thousand Seven

9 1.00 Nos. welding and two coat oil paint and one coat red 28773.38 Hundred Seventy Nos.

oxide(Prime coat), greassing Including locking Three And Paisa

arrangement ect.complete as per drawing or as directed. Thirty Eight Only.

Rupees Thirty One Lakh Eighty Eight Thousand Six Hundred Fifty Eight And Paisa Sixty Two Only

figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.

* Estimated amount 31,88,658.62 * Rs.

Deduct…….%belo Rs. Add……. Rs.

Net Rs. Total Rs.

In words…………………….. In words……………………..

*(Please strike out whichever is not applicable)

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

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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

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Note-3 Rates quotes 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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Signature of Contractor Deputy Executive Engineer Executive Engineer

U.L.B.C.Sub Dn Ukai Left Bank Canal Inv.Div.No.2