COMPOUND WALL TYPE-3 (North SIDE WALL), At. Deesa Zoo, Dantiwada Range Dist : Banaskantha

Memorandum showing item of work to be carried out

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

1 2743.74 Excavation for foundation upto 1.5 m depth including sorting out and 122.94 Rupees One Hundred CuM

stacking of useful materials and disposing off the excavated stuff upto Twenty Two And Paise

50 Meter lead.(A)Loose or soft soil Ninety Four Only

2 914.58 Excavation for foundation for depth from 1.5 m to 3.0 m including 136.30 Rupees One Hundred CuM

sorting out and stacking of useful materials and disposing off the Thirty Six And Paise

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

3 152.43 Providing and laying cement concrete 1:4:8 (1- Cement : 4- Coarse sand 2692.00 Rupees Two Thousand CuM

: 8- Graded Brick bats aggregate 40mm normal size) and curing Six Hundred Ninety

complete excluding cost of formwork in (A) Foundation and Plinth Two Only

4 228.65 Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 2978.97 Rupees Two Thousand CuM

6- hand broken stone aggregates 40 mmnominal size) and curing Nine Hundred Seventy

complete excluding cost of formwork in (A) Foundation and Plinth (upto Eight And Paise Ninety

10 ton) Seven Only

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

5 2332.18 Filling available excavated earth (excluding rock) in trenches. 136.92 Rupees One Hundred CuM

plinth, sides of foundations etc. in layers not exceeding 20 cm. in Thirty Six And Paise

depth consolidating each disposited layer by ramming and watering. Ninety Two Only

6 945.07 Providing and laying in position Ready Mixed M-300 grade concrete for 5113.40 Rupees Five Thousand CuM

reinforced cement conctere work , using cement content as per One Hundred Thirteen

approved Design Mix manufactured in fully automatic batching plant And Paise Forty Only

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing

strength and durability as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be

(Cement level 475 kg )

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

7 304.86 Providing and laying in position Ready Mixed M-300 grade concrete for 5113.40 Rupees Five Thousand CuM

reinforced cement conctere work , using cement content as per One Hundred Thirteen

approved Design Mix manufactured in fully automatic batching plant And Paise Forty Only

and transported to site of work in transit mixer for a lead up to 10 kms

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping

of R.M.C. from transit mixer to site of laying, excluding the cost of

centering shuttering finishing and reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without impairing

strength and durability as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS 456 shall be

(Cement level 475 kg )

8 457.29 Providing formwork of ordinary timber planking so as to give a rough 279.22 Rupees Two Hundred Sqm

finish including centering shuttering strutting and propping etc. Height Seventy Nine And Paise

of propping and centering below supporting floor to ceiling not Twenty Two Only

exceeding 4 M. and removal of the same for in situ reinforced concrete

and plain concrete work in. (A) Foundations Footings Bases of Columns

etc. and Mass concrete. / Extra for Providing formwork with sheathing

steel sheets so as to give a fair finish in (A) Foundations, Footings, Bases

of Columns etc. and Mass concrete/ Extra for Providing formwork with

sheathing steel sheets so

as to give a fair finish in (A) Foundations, Footings, Bases of Columns

etc. and Mass concrete

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

9 4674.52 Providing formwork of ordinary timber planking so as to give a rough 342.70 Rupees Three Hundred Sqm

finish including centering shuttering strutting and propping etc. height Forty Two And Paise

of propping and centering below supporting floor to ceiling not Seventy Only

exceeding 4 M. and removal of the same for in situ reinforced concrete

and plain concrete work in. (C) Vertical surface such as walls (any

thickness) partitions and the like including attached buttresses & string

course & the like. / Extra for Providing formwork with sheathing steel

sheets so as to give a fair finish in (C)Vertical surface such as walls

(anythickness) partitions & lime including attached pilasters buttresses

plinth & string course & like.

10 103347.54 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 77.29 Rupees Seventy Seven Kg

bending, binding and placing in position complete upto floor two level And Paise Twenty Nine

(upto 10 ton) Only

11 439.55 Steel work, welded in built up sections framed work including cutting, 9108.48 Rupees Nine Thousand Qt

hoisting, fixing in position and applying a priming coat of read lead One Hundred Eight

paint. (A)In beams and joists, channels angles Tees, flats, with And Paise Forty Eight

connecting plates or angle cleats as in main and cross beams. Hip and Only

jack rafters, purlins conneted to common rafters and the like (upto

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

12 1547.68 Painting two coats on new steel and other metal surface with enamel 128.13 Rupees One Hundred SqM

paint, brushing, interior to give an even shade including cleaning the Twenty Eight And Paise

surface an even shade including cleanicn the surface of all dirt, dust and Thirteen Only

other foreign matter along with Applying priming coat over new steel

and other metel surface afterand including preparing the surface by

throughly cleaning,oil,grease, dirt and other foreign matter and scoured

with brushes fine steel wood, scrapers and sand paper with ready

mixed priming paint brushing red lead.

13 48437.36 Providing and fixing concertina coil fencing with punched tape 106.05 Rupees One Hundred Kg

concertina coil 600 mm dia 10 metre openable length ( total length 90 Six And Paise Five Only

m), having 50 nos rounds per 6 metre length, upto 3 m height of wall

with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and

with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I.

staples and G.I. clips to retain horizontal, including necessary bolts or

G.I. barbed wire tied to angle iron, all complete as per direction of

Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core

(2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape

(0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C.

blocks shall be paid separately)

14 338.00 Providing & laying weep hole in Aburtments, and returns by using A.C. 86.70 Rupees Eighty Six And Each

pipe of 100mm including laying in proper grede and jointing the Paise Seventy Only

completed as per detailed specification.

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

15 25.41 Stone work, plain in copings, cornices, string courses and plinth courses, 109044.75 Rupees One Lakh(s) Cum

upto 75 mm thick in Cement mortar 1 :6 (1 cement : 6 coarse sand), Nine Thousand Forty

including pointing with white cement mortar 1 :2 (1 white cement: 2 Four And Paise Seventy

stone dust) with an admixture of pigment matching the stone shade. Five Only

16 2347.42 Providing and fixing G.I. chain link fabric fencing of required width in 1027.98 Rupees One Thousand Sqm

mesh size 50x50 mm including strengthening with 2 mm dia wire or Twenty Seven And

nuts, bolts and washers as required complete as per the direction of Paise Ninety Eight Only

Engineer-in-charge. Made of G.I. wire of dia 4 mm

17 2032.40 Finishing walls with textured exterior paint of required shade : 1027.98 Rupees One Thousand Sqm

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over Twenty Seven And

and including priming coat of Paise Ninety Eight Only

exterior primer applied @ 2.20kg/10 sqm

Add 4% Contigency

Rupees Four Crore Twenty Five Lakh(s) Eighty Five Thousand Nine Hundred Eighty Only Say.....

It. Quantity Item Description Estimated Rate Unit Total Amount

It. Quantity Item Description Estimated Rate Unit Total Amount

No. Estimated But (in Rs.) according to

may be more estimated

In Figure In Words

or less quantities

I/am we/are willing to carry out the work at _____% above /below _____________ percent (should be written in figures and words) of the

estimated rates mentioned above. Amount of my/our tender works out as under.

* Estimated amount put to tender * Estimated amount put to tender

{* Strike whichever is not applicable.} {* Strike whichever is not applicable.}

Signature of Contractor Deputy Conservator of Forest

Banaskantha - Palanpur

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In- Charge for which no extra

payment shall be made.

2 Credit Amount Rs. 0.00 for dismantling of materials shall be deducted from running account bill

3 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

4 GST and Income tax TDS will be deducted at a source while making payments of bills

5 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C

Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement

consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Deputy Conservator of Forest

Banaskantha - Palanpur