Construction of Canteen in Govt. Arts & Commerce College Campus At Jadar

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

1 Excavation for foundation up to 1.5 m depth 21.00 157.08 Cmt

including sorting out and stacking of useful

materials and disposing off the excavated

stuff up to 50 Meter lead. (B) Dence or Hard

2 Providing and laying cement concrete 1 :4 :8 10.00 2925.72 Cmt

(1 cement : 4 coarse sand : 8 crushed stone

aggregate 40 mm nominal size) and curing

complete excluding cost of form work in (A)

Foundation and plinth

3 Providing and laying cement concrete work 5.20 4416.47 Cmt

1:1.5:3 (1- Cement :1.5- Coarse sand : 3-

graded stone aggregates 20 mm nominal

size) and curing Complete excluding cost of

formwork and reinforcement for reinforced

concrete work in (A) Foundations, footings,

Base or columns and Mass concrete

4 Providing and laying ordinary cement 2.80 9062.91 Cmt

concrete 1:1.5:3 (1-Cement 1.5-coarse sand

: 3- graded stone aggregates 20 mm nominal

size) and finishing smooth with,curing etc.

complete including the cost of formwork but

excluding the cost of reinforcement for R.C.C

work in (B) COLUMNS: (iii) Having cross-

sectional area more than 0.12 Sq.M and

upto 0.18 Sq.M

5 Providing and laying ordinary cement 4.00 8035.64 Cmt

concrete 1:1.5:3 (1- Cement 1.5- coarse

sand : 3- graded stone Aggregates 20 mm

nominal size) and finishing smooth

with,curing etc. complete including the cost

of formwork but excluding the cost of

reinforcement for R.C.C work in (A) BEAMS

:(ii) Having cross sectional area more than

0.08 Sq.M and upto 0.12 Sq.M

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

6 Providing and Laying ordinary cement 8.00 7258.19 Cmt

concrete 1:1.5:3 (1- Cement 1.5-coarse sand

: 3- graded stone aggregates 20 mm nominal

size) and finishing smooth with curing etc.

complete including the cost of formwork but

excluding the cost of reinforsement for R.C.C

work in (iii) Slabs having more than 10 cm

and upto 13 cm. thickness

7 Brick work using common Brunt clay building 15.00 4214.33 Cmt

bricks having crushing strength not less than

35 Kg./Sq.cm.. In foundation and plinth in

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

(C) Conventional.

8 Providing and laying cement concrete 1:2:4 1.00 4470.64 Cmt

(1- Cement : 2- Coarse sand : 4- crushed

stone aggregates 20 mm nominal size) and

curing complete including cost of formwork in

(A) Wall Caps / Coping

9 Filling available excavated Earth (Excluding 21.00 136.92 Cmt

Rock ) in trench plinth side of foundation . in

layer not excluding 20 cm in depth

consolidation each deposited layer by

ramming and watering etc. complete

10 Filling foundation and plinth with murrum or 15.00 294.38 Cmt

including ramming watering and

consolidating etc. complete

11 Filling in plinth with sand under floors 8.00 481.80 Cmt

including watering ramming, consolidating

and dressing etc. complete

12 Carring out plinth treatment to post 50.00 86.82 Smt

construction / existing structure by spraying

chemical solution for termite control

treatment including labour and material

consistment with I.S.I specification. Using

Chlordene and Chiorpurfiles 20 EC. As Per

6131_paret-II Consentration Weight one

percent is recommended i.e one litre 20 EC

chemical emulsion with 19 liter give 1 %

concrentration inclusive of one litre chemical

emulsion appication at the rate of 5 Litre

chemical / Sqm of surface is recommended

as per I.S

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

13 Providing TMT Bar FE 500D Reinforcement 2620.00 77.29 Kg

for R.C.C work including bending, binding

and placing in position complete upto floor

two level.

14 Providing 10 mm. Thick cement plaster in 97.00 138.70 Smt

single coat for plastering on ceiling and

soffits of stairs upto floor two level and

finished even and smooth in : (I) Cement

mortar 1:3 (1 cement : 3 sand) Ground Floor

15 Providing 15 mm thick cement plaster in 107.00 165.31 Smt

single coat mala on fair side brick/ concrete

walls for interior plastering and finished even

and smooth in cement mortar 1:4 (1 cement

:4 sand) Ground Floor

16 20 mm. thick sand faced gutka cement 53.00 321.10 Smt

plaster on wall up to height 10 Meters above

ground level consisting of 12mm thick

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

sand) and 8 mm thick finishing coat of C.M.

1 : 1 (1 cement : 1 sand) etc. complete.

17 Finishing wall with weather proof exterior 257.00 73.75 Smt

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.

18 Providing and laying 18 mm thick machine 15.00 1532.63 Smt

polished granite stone for window &

ventilation Sill & jamps in single piece

including moulding the edge including laying,

joining, rubbing and polishing etc. complete.

19 P & L 24" x 24" vitrified 8 mm thick tile 103.00 1467.72 Smt

flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse

sand) on new surface or Fixing on existing

flooring by adhesive material including

dismentaling of existing flooring and jointed

with color cement slurry including finised with

flush pointing & cleaning the surface etc.

complete for antiskit.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

20 Providing and fixing pre-cast Rubber Dye/ 69.00 706.93 Smt

steel Dye inter locking concrete block

60mm thick with grade of concrete

M300 pnumatic compressed / Vibrated

mechanically and as per approved design

confirming to IS 15658: 2006 including

35mm sand layer for levelling and filling

the joint with sand in proper line and level as

per guidlines of IRC : SP 63- 2018 etc.

completed.

Total Rs.

Rupees Seven Lakh FourtySix Thousand Eight Hundred ThirtyFour 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 rate mentioned above. Amount of my /

our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

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.

Signature of Contractor

Deputy Executive Engineer Executive Engineer

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

Idar Himatnagar