Construction Work Of Compound Wall and Shed at Various Area of Radhanpur Nagarpalika, Radhnapur

NAME OF WORK: -

Construction Work Of Compound Wall and Shed at Various Area of Radhanpur Nagarpalika,

RECAPITULATION SHEET

Name Of Work Amount

Construction Work for Compound Wall From Juna Shergadha at

1 Radhanpur Nagarpalika , Radhanpur.

Construction for for Shed Work at Mira Darwaza at Radhanpur

Nagarpalika, Radhanpur.

Estimated amount Estimated amount

Put to tender Rs……………………… Put to tender Rs………

Deduct .............% below Rs………… Add............% above Rs

Total Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Note : 1 All work shall be carried out as per Public Works Department Handbook and other specifications of

Division or as directed.

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Note : 3 Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and

hold good for work under all conditions, site, moisture, weather etc.

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The Chief Officer

Radhanpur Nagarpalika

RADHANPUR NAGARPALIKA - RADHANPUR

NAME OF WORK: -

Construction Work for Compound Wall From Juna Shergadha at Radhanpur Nagarpalika , Radhanpur.

I.No Quantity Description Rate Unit Amount in Rs.

Clearing and grubbing road land including uprooting rank vegetation

grass bushes, shrubs, sapling and trees girth up to 300 mm removal of

1 0.09 stumps of trees cut earlier and disposal of unserviceable materials (C) 32399.36 Hectare

By mechanical means in area of light jungle

Earthwork for embankment including breaking clods, dressing with all

lead and lift and including watering rolling and consolidation of

2 0.00 subgrade in layers at O.M.C. to required dry density including filling the 212.22 Cu.Mt

depression which occur during the process using power roller 8T to

10T.(E) From Borrow area within 3.0KM. lead

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and

getting out the soil and disposal of the surplus excavated soil as

directed within a lead of 50 Meter for following diameter of pipes.(iii)

Providing and laying controlled cement concrete M.200 and curing

complete excluding the cost of formwork and reinforcement for

reinforced concrete work in (A) Foundations, footings, Base of columns

and Mass concrete

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand

: 8- Crushed stone aggregates 40 mm nominal size) and curing

complete excluding cost of formwork in (A) Foundation and Plinth

Providing & laying in position controlled reinforced cement concrete M-

200 and curing complete including cost of form work and excluding cost

of reinforcement in reinforced concret for following grades, machined

batched & machine vibrated design mix concrete using graded hard

6 17.00 (black trap) stone aggregate of 20mm nominal size obtained from 6644.10 Cu.Mt

quarry including mechanical mixing, mechanical vibrating, compaction,

finishing, curing Completed as approved by the Architect and Engineer-

in-charge,(C) Ground beam / Plinth Beam

Providing & laying in position controlled reinforced cement concrete M-

200 and curing complete including cost of form work and excluding cost

of reinforcement in reinforced concret for following grades, machined

batched & machine vibrated design mix concrete using graded hard

7 10.00 (black trap) stone aggregate of 20mm nominal size obtained from 9452.66 Cu.Mt

quarry including mechanical mixing, mechanical vibrating, compaction,

finishing, curing Completed as approved by the Architect and Engineer-

in-charge,., (D) Coulmns, Pillars, posts and strut upto floor two level

Providing and laying cement concrete 1:2:4 (1 Cement : 2 coarse sand :

4 Crushed stone aggregates 20 mm nomial size) and curing complete

excluding cost of form work for following grades, machined batched &

machine vibrated design mix concrete using graded hard (black trap)

stone aggregate of 20mm nominal size obtained from quarry including

mechanical mixing, mechanical vibrating, compaction, finishing, curing

etc Completed as approved by the Architect and Engineer-in-charge,

(A) Wall caps / coppings.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

9 5720.00 bending, binding and placing in position complete upto floor two level 88.00 Kg

Brick work using common burnt clay building bricks having crushing

strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement

10 62.00 Mortar 1:6 (1- Cement : 6 -fine sand) for brick wor in superstructure 4559.15 Cu.Mt

above plinth level upto floor two level (B) Conventional

20mm thick sand faced cement plaster on walls upto height 10 metres

above ground level consisting of 12mm thick 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. complete.

Finishing wall with weather proof exterior 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

Providing and fixing M.S. grills of required pattern to wall frame of

Compound Wall etc. with M.S. polished square bar at required spacing

13 0.00 and frame of As Per design flat alround with necessary hold fast 199.85 Sq.Mt

including applying priming coat and two coats of oil painting etc.

complete as directed by engineer in charge.

Structural steel work in single section, fixed with or without connecting

plate,including cutting, hoisting, fixing in position and applying a Yellow

Zinc Chromate primer and two coat of paint as directed by the Engineer-

In-Charge. all complete.

Note:1. The rate shall be inclusive of modification (at desired location)

i.e. cutting and welding of existing U angles.

2. Rate to include making holes in the Structural steel members as

instructed by theEngineer-In-Charge.

Providing and fixing concertina coil fencing (on existing U angles) with

punched tape concertina coil 600 mm dia having 50 nos rounds per

metre length, up to 3 m height of wall with existing angle iron 'U'

shaped placed 2.4m or 3.50 m apart and with 9 horizontal R.B.T.

reinforced barbed wire, stud tied with G.I. staples and G.I. clips to

retain horizontal, including necessary bolts or G.I. barbed wire tied to

15 100.00 angle iron, all complete as per direction of Engineer-in-charge, with 718.75 R.Mt

reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high

tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight

43.478 gm/ metre. Complete in all respected as directed by the

Engineer-In-Charge.

Note: Each Concertina Coil shall be opened for a maximum length of

RADHANPUR NAGARPALIKA - RADHANPUR

Name of Work :-

Construction for for Shed Work at Mira Darwaza at Radhanpur Nagarpalika, Radhanpur.

Sr.No Qty. Item Rate Units Amount

Excavation for foundation upto 1.5 m depth including sorting

out and stacking of useful materials and disposing off the

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

Providing and laying cement concrete 1:4:8 (1- Cement : 4-

coarse sand : 8- hand broken stone aggregates 40 mm nominal

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth (upto 10 ton)

Filling available excavated earth (excluding rock) in

trenches. plinth, sides of foundations etc. in layers not

exceeding 20 cm. in depth consolidating each disposited

layer by ramming and watering.

Filling in foundation and plinth with murrum or selected soil in

4 91.00 layers of 20cm. thickness including watering, ramming and 273.86 Cum

consolidating etc. complete. (upto 10 ton)

Filling in plinth with sand under floors including watering

5 23.00 ramming, consolidating and dressing complete (upto 10 ton) 429.24 Cum

Carrying out plinth treatment to post constrution/existing

structrue by spraying chemical solution for termite control

treatment including labour and material consistent with I.S.I

specification.using chordeneand chiorpuffiles 20 EC as per

6 226.00 6131_paret - II consentration Weight One percent is 124.35 Sq.Mt

recommended i.e one liter 20EC chemical emulsion with 19liter

give 1% concrentration inclusive of one liter chemical emulsion

appication at the rate of 5 liter chemical /Sqm of Sarface is

recommended as per I.S.

Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in foundation and

7 58.00 plinth in Cement Mortar 1:6 (1- Cement : 6 -fine sand) for brick 4004.12 Cum

work in superstructure above plinth level upto floor two level (B)

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form

work and excluding cost of reinforcement in reinforced concret

for following grades, machined batched & machine vibrated

design mix concrete using graded hard (black trap) stone

8 5.00 aggregate of 20mm nominal size obtained from quarry including 5910.02 Cum

mechanical mixing, mechanical vibrating, compaction, finishing,

curing Completed as approved by the Architect and Engineer-in-

charge, in cement mortar in proportion recommended by the

manufacturer.., (A) Foundations footing base of columns and

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form

work and excluding cost of reinforcement in reinforced concret

for following grades, machined batched & machine vibrated

design mix concrete using graded hard (black trap) stone

aggregate of 20mm nominal size obtained from quarry including

mechanical mixing, mechanical vibrating, compaction, finishing,

curing Completed as approved by the Architect and Engineer-in-

charge,., (D) Coulmns, Pillars, posts and strut upto floor two

Providing & laying in position controlled reinforced cement

concrete M- 250 and curing complete including cost of form

work and excluding cost of reinforcement in reinforced concret

for following grades, machined batched & machine vibrated

design mix concrete using graded hard (black trap) stone

10 20.00 aggregate of 20mm nominal size obtained from quarry including 4744.30 Cum

mechanical mixing, mechanical vibrating, compaction, finishing,

curing Completed as approved by the Architect and Engineer-in-

charge, in cement mortar in proportion recommended by the

manufacturer.., (C) Ground beam / Plinth Beam

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form

work and excluding cost of reinforcement in reinforced concret

for following grades, machined batched & machine vibrated

design mix concrete using graded hard (black trap) stone

aggregate of 20mm nominal size obtained from quarry including

mechanical mixing, mechanical vibrating, compaction, finishing,

curing Completed as approved by the Architect and Engineer-in-

charge, Slab Beam. Up to All Floor

Providing & laying in position controlled reinforced cement

concrete M- 200 and curing complete including cost of form

work and excluding cost of reinforcement in reinforced concret

for following grades, machined batched & machine vibrated

design mix concrete using graded hard (black trap) stone

aggregate of 20mm nominal size obtained from quarry including

mechanical mixing, mechanical vibrating, compaction, finishing,

curing Completed as approved by the Architect and Engineer-in-

charge,. chhajjal Up to All Floor

Supplying, fabricating and placing / fixing in position TMT

reinforcement bars confirming to IS-1786 reinforcement for RCC

structures / items as per design including bending ,Cutting,

binding, Placing , & transporting steel to the A) High yield

deformed steel bars Fe-500, yield stress not less than

N/mm2 in Position as per Structure Deties drawing Completed

as approved by the Architect and Engineer-in-charge,

P & L 24" x 24" vitrified 8 mm thick tile 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

14 240.00 adhesive material including dismentaling of existing flooring 1546.85 Sq.Mt

and jointed with color cement slurry including finised with

flush pointing & cleaning the surface etc. complete for light

20 mm. Thick sand faced cement plaster {GUTKA} on walls upto

All height 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 : 1 sand) etc. Completed as

approved by the Architect and Engineer-in-charge,

Finishing wall with weather proof exterior 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

Steel work, riveted in built up sections framed work including

cutting, hoisting, fixing in position and applying apriming coat of

red leadpaint. (A) In beam sand 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

Providing & fixing MS galvalume coated corrugated sheets

roofing system (Proflex) curved to shape, using required

thickness of corrugated MS sheets as per design of the vendor

(Proflex or approved equivalent); fixed directly to the RCC gutter

at ends using necessary holdfasts etc. and without any structural

members supporting the sheets in between the span, all in

perfect line, level & plumb. The rate shall include all the laps &

wastages etc. complete. Only net laid area shall be measured for

payment. Ridges, flashings etc. shall not be paid for separately.

All the curving shall be done carefully at the site and the sheets

lifted and placed by crane.