Construction Work of Protection wall for missing link in Survey no. 910 AT Mahemdavad Nagarpalika Mahemdavad Dist. Kheda

NAME OF WORK :- Construction of Compound wall for SR. 910 AT

MAHEMDAVAD NAGARPALIKA MAHEMDAVAD.

Item Description Quantity Unit

Total Amount in S

No. Rate Rupees

Clearing and grubbing road land

including uprooting rank vegetation

grass bushes,shrubs,sapling and trees

1 girth up to 300 mm removal of stumps 0.55 Hectare 80243.79

of trees cut earlier and disposal of

unserviceable materials(A) By manual

means in area of light jungle

Filling in foundation and plinth with

murrum or selected soil in layers of

2 20cm. thickness including watering, 6300.00 Cumt. 282.02

ramming and consolidating etc.

Boring with hydraulic piling rigs with

power units, providing and installing

cast in situ single under reamed piles of

specified diameter and length below

pile cap in M-25 cement concrete, to

carry a safe working load not less than

3 specified, excluding the cost of steel 588.00 Meter 2414.81

reinforcement but including the cost of

boring with bentonite solution and the

length of the pile to be embedded in pile

cap etc. all complete. (Length of pile for

payment shall be measured upto to the

bottom of pile cap) :300 mm dia piles

Excavation for foundation upto 1.5 m

depth including sorting out and

4 stacking of useful materials and 169.00 Cumt. 117.08

disposing off the excavated stuff upto

50 Meter lead.(A) Loose or soft soil

Providing and laying cement concrete

1:3:6 (1-Cement : 3- coarse sand : 6-

hand broken stone aggregates

mmnominal size) and curing complete

excluding cost of formwork in (A)

Foundation and Plinth

Providing and laying controlled cement

concrete M-250 for R.C.C. bored piles of

6 1.20 Mt. diameter including ramming, 167.00 0.00 4623.10

vibrating and finishing complete

Providing and laying controlled cement

concrete M.250 and curing complete

Including the cost of formwork but

Excluding reinforcement for reinforced

concrete work in ©

Slabs,landing,shelves,Balconies,

Lintels, Beams, Girders and Cantilever

upto floor two level.

Providing and laying controlled cement

concrete M.250 and curing complete

Including the cost of formwork but

excluding reinforcement for reinforced

concrete work in (D) Columns, Pillars

posts and struts, upto floor two level.

Brick work using common burnt clay

building bricks having crushing

strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement

Mortar 1:5. (1- Cement : 5 -fine sand)(B)

Providing and laying controlled cement

concrete M.250 and curing complete

Including the cost of formwork but

Excluding reinforcement for reinforced

concrete work in ©

Slabs,landing,shelves,Balconies,

Lintels, Beams, Girders and Cantilever

upto floor two level.

Providing TMT Bar FE 500D

reinforcement for R.C.C. work

including bending, binding and placing

in position complete upto floor two level

20 mm. Thick sand faced cement

plaster on walls upto height 10 meters

above ground level consisting of

12 mm. Thick backing coat of c.m. 1:3 (1 2174.00 Sqmt. 335.65

cement : 3 sand) and 8 mm. Thick

finishing coat of c.m. 1:1 (1 cement :

sand) etc. complete.

Finishing wall with weather proof

exterior emulsion paint on wall surface

(two coats) to give an required shape

13 even shade after thoroughly brushing 2174.00 Sqmt. 40.59

the surface to remove all dirt, and

remains of loose powdered

materials.etc complete

Finishing wall with weather proof

exterior emulsion paint on wall surface

(two coats) to give an required shape

14 even shade after thoroughly brushing 2174.00 Sqmt. 114.53

the surface to remove all dirt, and

remains of loose powdered

materials.etc complete

Providing and fixing concertina razor

blade coil fencing with Punched tape

concertina coil 915 mm dia 15 mt

openable length on 3mt height of wall

with providing and fixing M.S. Angle

(ISA (50mm x 50mm x 5mm) of "Y"

shape of size 300mm x 300mm x

1200mm with base plate 150 x 150 mm

as directed by Engineer in charge in

existing masonry or cement concrete

using anchor fastner by drilling holes

and concrete 1:3:6 (1- Cement : 3-

Coarse sand : 6- crushed stone

aggregates 20 mm nominal size) and

15 curing complete to support barbed wire 450.00 Rmt. 626.73

or concertino razor blade with one coat

of primer and two coat oil paint

including fixing of angle in concrete

placed at 2.4mt to 3.00 mt apart and

with 4 horizontal R.B.T. reinforced

barbed wire(3 mm) , 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 (2.5 mm thick) and

weight 43.478 gm/meter at compound

Steel work, welded in built up sections

framed work including cutting,

hoisting, fixing in position and applying

a priming coat of read 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

conneted to common rafters and the

Painting two coats (excluding priming

coat) on new steel and other metal

surface with enamel paint, brushing,

17 interior to give an even shade including 24.00 Sqmt.

cleaning the surface an even shade

including cleanicn the surface of all

dirt, dust and other foreign matter.

Load testing of foundation piles

including loading with necessary

kentledge or any other suitable method

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

percent(Should be written in figures 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

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 labourcess 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.