Construction Of Compund Wall At Social & Education Complex At Dungari Garasiya Seva Samaj Trust At Alampur Village Under MP Fund 2025-26 , Ta.- Gandhinagar, Dist.- Gandhinagar..

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Excavation for foundation upto 1.5 m depth

including sorting out and stacking of useful

1 materials and disposing off the excavated 7.000 123.13 Cum

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

Excavation for foundation for depth from

m to 3.0 m including sorting out and

2 stacking of useful materials and disposing 3.00 170.50 Cum

off the excavated stuff upto 50 Meter

lead.(B) Dense or Hard soil

Providing and laying Odinary cement concrete

M150 for curing complete including cost of

3 formwork but excluding the cost of 2.00 3976.40 Cum

reinforcement for reinforced concrete work in

Providing and laying Odinary cement concrete

M.250 and curing complete including the cost

of formwork and excluding reinforcement for

reinforced concrete work in (A) Foundations,

footings, and Mass concrete. footing

Providing and laying Odinary cement concrete

M200 and curing complete including the cost

of form work but excluding the cost of

5 reinforcement for reinforced concrete work in 34.00 6707.70 Cum

Plinth Slab, Columns, Beam, Chhajja, Lintal,

Slab, Stair, RCC Wall, Coping etc. For All

Brick work using common burnt clay building

bricks having crushing strength not less than

6 35 kg./Sq.Cm. in foundation and plinth in 53.00 4244.85 Cum

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

(B) Conventional All Floor

Providing IS Mark TMT FE 500D bar

reinforcement for RCC work including bending

& placing in position complete up to All floor

20 mm Thick sand faced cement gutka plaster

on walls upto height 10 meters above ground

level consisting of 12 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 :

sand) with 1x1cm Groves at juction of

structure member etc. comp.etc. complete.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Wall Painting (Two coats) with weather proof

acraylic emulsion paint of approved brand and

manufacture and of required shade on

exterior wall surface to give an even shade

9 over and including primery coat with Alkaly 1389.00 83.18 sqmt.

resistance primer of approved brand after

thoroughly brushing surface to remove all

dust and remains of loose powdered material

etc. copm. for all height

Constructing providing and fabricating cattle

guard using channel section frame of size

ISMC series 100 mm x 50 mm (Weight

kg/Rmt) and ISMC section 100 mm x 75mm

(weight 11.50 kg/Rmt) intermediate support

for welding G.I.pipe at 12 Cm C/C of size

mm in a frame made of Channel section size

10 100 mm x 50 mm all round including fixing the 12.00 4973.24 sqmt.

unit on prepared chamber of masonary wall

using MS hold fast embeded in masonary wall

top as directed by Engineer in charge and as

per drawing and necessary required

arrangement etc complete.

Providing and fixing decorative entrance gate

made out of cast iron and various mild steel

tabular section combination , the Ornamental

entrance gate should be fixed at compound

wall including pattern and die making , cutting

, welding , grinding, fabrication , fixing in

11 position at compound wall with necessary 1470.00 167.66 Kg

pedestal, bearing block and other locking

arrangement. The entrance gate should be

painted with two coats of priming coat of paint,

and two coat of oil paint etc complete. As per

detail design and instruction of architect.

Description of Item

Item Rate In

(with brief specification and reference to Quantity Unit Amount

No. figures

book of specifications)

Providing and fixing concertina coil fencing

with punched tape concertina coil 600 mm dia

10 mt openable length having 50 no rounds

per 6 mt length, upto 3mt height of wall with

existing angle iron (50mm x50mm x5mm

)requird shaped As per Directed Engeenier in

charge. placed 2.4mt or 3.00mt 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 wall for

ESR M4/ intakewell.

Total Rs.

Rupees Twenty Lakh FiftyOne Thousand Nine Hundred Seventy and Paisa SeventySix 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 ___________

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.

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

4 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.

Dismentalling of Credit materials amounting of Rs. 0.00 must be recovered from Contractor's

respective R.A. Bill.

Signature of Contractor

Dy. Executive Engineer Executive Engineer

R & B (P) Sub Division Panchayat R.&B.Division

Gandhinagar Gandhinagar