Constructing Compound Wall / Protection Wall At M.P.C Building At Village - Vandhol & Badrakha Under New Gujarat Pattern - 2025-26, Ta. - Vijaynagar Dist. - Sabarkantha

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

1 Excavation for foundation upto 1.50 mt depth 275.00 67.90 Cum

including sorting out and stacking of useful

materials and disposing the excavated stuff

with all lead (A) Loose or soft soil.

2 Providing and laying cement concrete 1:4:8 (1 35.00 2165.54 Cum

cement : 4 coarse sand : 8 stone aggregates

40 mm. nominal size) and curing complete

excluding cost of from work in :(a) Foundation

and plinth.

3 Providing and laying controlled cement 13.00 4325.53 Cum

concrete M200 for curing complete including

cost of formwork but excluding the cost of

reinforcement for reinforced concrete work in

(A) Foundations, footings, Base of columns

and Mass concrete.

4 Providing and laying controlled cement 12.00 6095.35 Cum

concrete M-200 and curing complete including

the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in

Plinth BEAMS

5 Uncoursed Rubble Masonry with hard stone 62.00 2020.04 Cum

ofapproved quality in foundations and plinth in

CementMortar 1:5 (1-ement : 5-coarse sand

includinglevelling up etc. complete

6 Brick work using common Brunt clay building 60.00 4324.30 Cum

bricks having crushing strength not less than

35 Kg./Sq.cm.. In super structure above

plinth level upto floor two level in cement

mortar 1:6 (1cement : 6 fine sand) (b)

Conventional {Ground FLoor }

7 Providing and laying controlled cement 14.10 7838.61 Cum

concrete M-200 and curing complete including

the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in

Columns, pillars, posts and struts up to floor

two level for Columns For All Floors.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

8 20 mm. Thick sand faced GUTAKA 614.00 321.10 Sqm

FINISHED cement plaster on walls upto 10 mt

height above ground level consisting of

mm. Thick backing coat of c.m. 1:3 (1 cement

: 3 sand) and 8 mm. Thick finishing coat of

c.m. 1:1 (1 cement : 1 sand) including

making groove 6 mm wide and 8 mm

deep as approved pattern etc. complete as

9 Providing T M T. bar reinforcement of FE 15785.00 77.29 Kg.

500D for R.C.C. work including bending

binding and placing in position complete up to

All floor Level

10 Providing and fixing M.S. grills / Gates of 1026.00 106.29 Kg.

required pattern to brick walls / Columns

prepared with M.S. flats, angles, Square /

round bars, square pipes, at required

spacings with necessary hold fasts as per

detailed drawing and fixing brick walls / coping

/ columns etc. complete including painting two

coat & applying primer coat.

11 Finishing wall with weather proof exterior 614.00 73.75 Sqm

emulsion paint on wall surface (two coats) to

give an required shape even shade after

thoroughly brushing the surface to remove

all dirt, and remains of loose powdered

materials etc complete.

12 Providing and fixing RAZOR Coil with Blade 146.00 404.00 Rmt

16MM, Clips per Spiral-5, Hot Dipped

Galvanized 200 GSM, Tape Thickness

MM, GI Spring Core Wire 2.60MM Thick {avg

weight 9.50 Kg / 6 mt}, and supported with

barbered wire Five rows in M.S. Angle posts

45 mm. X 45 mm. X 6 mm. and oil painting

coats fixed at 2.5 mt. C/c strained and fixed to

posts with G.I. staples, including fixing posts

in compound wall

13 Excavation for foundatiuon upto 1.5 m depth 44.00 253.85 Cum

incl. Sorting out & stacking of useful material

& disposing of the excavated stuff upto 50m.

Lead. (B) Dense or hard soil.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

14 Providing and filling in foundation with 4.40 3345.58 Cum

ordinary cement concrete M- 100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

15 Providing and filling in foundation with 75.00 3715.63 Cum

ordinary cement concrete M- 150 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

16 Providing and laying Weep hole in abutment 120.00 86.73 No

and return by using PVC. pipe of 100 mm dia

including laying in proper grade and joining

complete etc as per details specification.

17 Providing and laying - Fitter Media 600mm 144.00 1238.93 Sqm

thick directed at the back of abutments,

returns and wing walls as per detailed

specifications.

18 White washing with lime on wall surface (two 71.00 12.73 Sqm

coats) to give an even shade including

thoroughly booming the surface to remove all

dirt, dust; mortar drops and other foreign

19 Excavation for foundation in sand, gravel, clay 212.00 511.45 Cum

soft soils and murrum etc. including shoring,

strutting dewatering as necessary and

disposing of the excavated stuff as directed.

(A) Depth upto 3.0 M. and lead upto 100m for

20 Providing and casting in-situ controlled 144.00 4659.10 Cum

cement concrete M 250 for R.C.C raft and cut

off walls including necessary shuttering,

laying vibrating, ramming and curing

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

21 Filling available excavated earth (excluding 167.00 136.92 Cum

rock) in trenches. plinth, sides of foundations

etc. in layers not exceeding 20 cm. in depth

consolidating each disposited layer by

ramming and watering.

Total Rs.

Rupees ThirtySix Lakh FourtySix Thousand FourtyEight and Paisa FourtyFive Only

I / We / am/are willing to carry out the work at ________________________________% above / below

percent (should be written in figure 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 Add_______% Above

Net Rs._________ Net Rs._________

in words ___________ in words ___________

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.

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.

Signeture of Contractor

Dy. Executive Engineer Executive Engineer

Panchayat R.&B. Sub Division Panchayat R.&B. Division

Vijaynagar Himatnagar