Renovation of Govt. Chora Office, Bag-E-Firdos, Maninagar, Ahmedabad. (Construction of Compound Wall and Other misc. Work at Govt. Chora Office, Bag-E-Firdos, Maninagar, Ahmedabad)

Name of Work : Renovation of Govt. Chora Office, Bag-E-Firdos, Maninagar, Ahmedabad.

(Construction of Compound Wall & Other Misc Work at Govt. Chora Office,

Bag-E-Firdos, Maninagar, Ahmedabad)

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

1 26.00 Demolition of Brick work and 550.40 Rupees Five Cum

stone masonry including Hundred Fifty

stacking of serviceable And Paise

materilas and disposal of Forty Only

unserviceable materials with all

lead and lift.(ii) In Cement

2 325.00 Excavation for foundation upto 117.08 Rupees One Cum

1.5 m depth including sorting Hundred

out and stacking of useful Seventeen And

materials and disposing off the Paise Eight

excavated stuff upto 50 Meter Only

lead.(A) Loose or soft soil

3 59.00 Providing and laying cement 2680.21 Rupees Two Cum

concrete 1:4:8 (1- Cement : 4- Thousand Six

coarse sand : 8- hand broken Hundred Eighty

stone aggregates 40 mm And Paise

nominal size) and curing Twenty One

complete excluding cost of Only

formwork in (A) Foundation and

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

4 20.00 Providing and laying cement 3962.80 Rupees Three Cum

concrete work 1:2:4 (1- Cement Thousand Nine

: 2- Coarse sand : 4- graded Hundred Sixty

stone aggregates 20 mm Two And Paise

nominal size) and curing Eighty Only

complete excluding cost of

formwork and reinforcement for

reinforced concrete work in (A)

Foundations, footings, Base or

columns and Mass concrete

5 6052.00 Providing TMT Bar FE 500D 76.21 Rupees KG

reinforcement for R.C.C. work Seventy Six

including bending, binding and And Paise

placing in position complete Twenty One

upto floor two level Only

6 29.00 Providing and laying cement 4052.59 Rupees Four Cum

concrete work 1:2:4 (1- Cement Thousand Fifty

: 2- Coarse sand : 4- graded Two And Paise

stone aggregates 20 mm Fifty Nine Only

nominal size) and curing

complete excluding cost of

formwork and reinforcement for

reinforced concrete work in (B)

Slabs, landing, shelves,

Balconis , Lintels, Beams,

Girders and Cantilever upto

floor two level.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

7 493.00 Providing formwork of ordinary 173.40 Rupees One Sqm

timber planking so as to give a Hundred

rough finish including centering Seventy Three

shuttering strutting and And Paise

propping etc. Height of Forty Only

propping and centering below

supporting floor to ceiling not

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.

8 24.00 Providing and laying cement 4052.59 Rupees Four Cum

concrete work 1:2:4 (1- Cement Thousand Fifty

: 2- Coarse sand : 4- graded Two And Paise

stone aggregates 20 mm Fifty Nine Only

nominal size) and curing

complete excluding cost of

formwork and reinforcement for

reinforced concrete work in (D)

Columns, Pillars posts and

struts upto floor two level.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

9 500.00 Providing and fixing pre-cast 686.90 Rupees Six Sqm

Rubber Dye / steel Dye inter Hundred Eighty

locking concrete block 60mm Six And Paise

thick with grade of concrete Ninety Only

M300 pnumatic compressed /

vibrated mechanically and as

per approved design

Confirming to IS 15658 :

including 35 mm Sand layer for

levelling and filling the joint with

sand in proper line and level as

per guidlines of IRC : SP 63-

2018 etc. Complete.

10 86.50 Brick work using common burnt 4295.99 Rupees Four Cum

clay building bricks having Thousand Two

crushing strength not less than Hundred Ninety

35 kg./Sq.Cm. in foundation Five And Paise

and plinth in Cement Mortar Ninety Nine

1:6 (1- Cement : 6 -fine sand) Only

in superstructure above plinth

level upto floor two level (B)

Conventional (upto 10 ton)

11 227.50 Filling available excavated 130.39 Rupees One Cum

earth (excluding rock) in Hundred Thirty

trenches. plinth, sides of And Paise

foundations etc. in layers not Thirty Nine Only

exceeding 20 cm. in depth

consolidating each disposited

layer by ramming and watering.

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

12 1025.00 20mm thick sand faced cement 300.66 Rupees Three Sqm

plaster on walls upto height 10 Hundred And

metres above ground level Paise Sixty Six

consisting of 12mm thick Only

backing coat of C.M. 1:3 (1-

cement : 3-sand) and 8mm

thick finishing coat of C.M. 1:1

(1-cement : 1-sand) etc.

13 1025.00 Finishing wall with weather 114.53 Rupees One Sqm

proof exterior emulsion paint on Hundred

wall surface (two coats) to give Fourteen And

an required shape even shade Paise Fifty

after thoroughly brushing the Three Only

surface to remove all dirt, and

remains of loose powdered

materials.etc complete

14 765.00 Steel work, welded in built up 84.13 Rupees Eighty Kg

sections framed work including Four And Paise

cutting, hoisting, fixing in Thirteen Only

position and applying a priming

coat of red lead paint. (A)In

beams and joists, channels

angles Tees, flats, with

connecting plates or angle

cleats as in main and cross

beams. Hip and jack rafters,

purlins connetedto common

rafters and the like

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

15 76.50 Painting two coats (excluding 87.81 Rupees Eighty Sqm

priming coat) on newsteel and Seven And

other metal surface with Paise Eighty

enamel paint, brushing, interior One Only

to give an even shade including

cleaning the surface an even

shade including cleanicn the

surface of all dirt, dust and

other foreign matter.

Rupees Twenty Two Lakh(s) Ninety Two Thousand Six Hundred Nine And Paise Seventy Two Only

I / We am / 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 *Estimated Amount

Put to Tender Rs.________ Put to Tender Rs.________

Deduct _____% below Rs. ________ Add _____% above Rs. ________

Net Rs.________ Net Rs.________

*(Please strike out whicever is not applicable)

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

Item Quantities Item of work Estimated Rates Unit Total Amount

Item Quantities Item of work Estimated Rates Unit Total Amount

No. Estimeted according to

but may be In In Words Estimated

more or less Figures quantities

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

4 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.

5 Credit of Dismanteled Materials amount Rs. Deducted from 1st R.A. Bill

Deputy Executive Engineer Executive Engineer

Dated Signature of Constn. (R&B) Sub Dn. No.1 Ahmedabad City (R & B) Division

the contractor Ahmedabad. Ahmedabad.