Civil Repair and Construction of Boundary Wall in BSL Schools to be run by DAVCMC at Bokaro Steel City, Jharkhand

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Earth work in excavation by mechanical means (Hydraulic

excavator)/ manual means over areas (exceeding 30 cm in

2.6 depth, 1.5 m in width as well as 10 sqm on plan) including

getting out and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-incharge

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Filling available excavated earth (excluding rock) in trenches,

plinth, sides of foundations etc. in layers not exceeding 20cm

in depth, consolidating each deposited layer by ramming and

watering, lead up to 50 m and lift up to 1.5 m.

Surface dressing of the ground including removing vegetation

2.28 and inequalities not exceeding 15 cm deep and disposal of

rubbish, lead up to 50 m and lift upto1.5 m.

Extra for levelling & neatly dressing of disposed soil

completely as directed by Engineer-in-Charge.

Clearing jungle including uprooting of rank vegetation, grass,

brush wood, trees and saplings of girth up to 30 cm measured

5 2.31 at a height of 1 m above ground level and removal of rubbish sqm 4000.00 17.12 68,499

up to a distance of 50m outside the periphery of the area

Providing and laying in position cement concrete of specified

4.1 grade excluding the cost of centering and shuttering - All work

up to plinth level :

1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural

6 4.1.5 sources : 6 graded stone aggregate 20 mm nominal size Cum 78.74 7097.74 5,58,894

derived from natural sources)

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Providing and laying in position specified grade of reinforced

5.1 cement concrete, excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) / M20 derived

7 5.1.2 from natural sources : 3 graded stone aggregate 20 mm cum 179.54 8801.51 15,80,257

nominal size derived from natural sources)

Reinforced cement concrete work in walls (any thickness),

including attached pilasters, buttresses, plinth and string

5.2 courses, fillets, columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five level, excluding

cost of centering, shuttering, finishing and reinforcement :

1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone

aggregate 20 mm nominal size)

Centring and shuttering including strutting, propping etc. and

removal of form for:removal of form for:

9 5.9.1 Foundations, footings, bases of columns, etc. sqm 603.63 381.56 2,30,320

Suspended floors, roofs, landings, balconies and access

Lintels, beams, plinth beams, girders, bressumers and

12 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 579.53 935.34 5,42,062

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Steel reinforcement for R.C.C. work including straightening,

5.22A cutting, bending, placing in position and binding all complete

above plinth level.

13 5.22A.2 Hard drawn steel wire Kg 3288.60 93.21 3,06,542

14 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 51764.77 104.94 54,32,094

Boundary wall in Brickwork

Brick work with common burnt clay F.P.S. (non modular)

bricks of class designation 7.5 in foundation and plinth in:

15 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 70.00 7171.64 5,02,015

Brick work with common burnt clay F.P.S. (non modular)

6.4 bricks of class designation 7.5 in superstructure above plinth

level up to floor V level in all shapes and sizes in :

16 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 297.28 9092.05 27,02,897

17 13.4 12 mm cement plaster of mix :

13.16 6 mm cement plaster of mix :

Boundary wall in Rubble masonary

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Random rubble masonry with hard stone in foundation and

plinth including levelling up with cement concrete 1:6:12 (1

cement : 6 coarse sand : 12 graded stone aggregate 20mm

nominal size) upto plinth level with :

20 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand). cum 20.34 7113.85 1,44,668

Coursed rubble masonry with hard stone (first or second sort)

in superstructure above plinth level and upto floor five level.

Masonry work (first sort), in cement mortar 1:6 (1 cement : 6

Masonry work (Second sort), in cement mortar 1:6 (1 cement

: 6 coarse sand)

Extra for coursed rubble masonry with hard stone (first or

second sort) in: : Square or rectangular pillars

Pointing on stone work with cement mortar 1:3 (1 cement : 3

fine sand) Raised and Cut pointing

Boundary wall in Precast

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Fabrication and manufacturing of solid precast concrete

element with provisions of shear keys, connecting loops,

dowel tubes and proper lifting accessories for walls, beams,

slabs, stairs, column etc, of various thickness, shape and size

of different concrete grades manufactured in controlled

factory environment with approved methodology including

moulds (Pallet system, Tilts form, table moulds, battery

moulds, vertical moulds, beam moulds, column moulds,

staircase moulds, Facade mould, etc.), mixing, transporting

and placing of concrete, vibrating, curing, finishing, making

necessary cutout/holes of required sizes for services, yard

handling & stacking all complete as per IS 11447:1985 and as

per approved shop drawings and design mix as per the

direction of Engineer-in-Charge (Cost of reinforcement,

Mechanical, Electrical and Plumbing inserts will be paid

25 26.74.1 Concrete grade M-35 (Cement content 370 kgs) Cum 228.43 20363.63 46,51,739

Transportation of Precast Elements by flat bed Trailor (Double

/ Triple axle 40ft Length with proper accessories like A frame

etc) from factory, including the cost of loading , unloading &

stacking at site with the help of required capacity cranes.

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Erection & Installation of Precast/Prestressed Concrete

elements in correct & final position with proper line level and

plumb at site making all arrangements (i.e cranes, push-pull

jacks & all another T & P for lifting Placing & Alignment of

26.77 elements, within erection tolerance as per IS 15916 as per -

approved shop drawings and all complete as per the direction

of Engineer-in-Charge but excluding the cost of sim pads, non

shrink grout and steel works i.e hangers. All work up to fifth

27 26.77.3 Solid concrete wall elements Cum 221.43 2646.85 5,86,102

General Civil Works

Providing and fixing ISI marked flush door shutters conforming

to IS : 2202 (Part I) non-decorative type, core of block board

9.21 construction with frame of 1st class hard wood and well

matched commercial 3 ply veneering with vertical grains or

cross bands and face veneers on both faces of shutters:

30 mm thick including ISI marked Stainless Steel butt hinges

with necessary screws

Extra for providing lipping with 2nd class teak wood battens

29 9.23 25 mm minimum depth on all edges of flush door shutters Sqm 22.80 449.87 10,257

(over all area of door shutter to be measured).

Providing and fixing bright finished brass tower bolts (barrel

type) with necessary screws etc. complete :

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Providing and fixing chromium plated brass handles with

necessary screws etc. complete:

Three track three panels sliding window with two glazed &

9.147.A4 one wire mesh panels with Aluminium channel for roller track,

wool pile, nylon rollers with SS 304 body.

Using R2 series with frame (70mm & above) x (40mm &

above) & both glazed and fly screen sash (25mm & above) x

(50mm & above) with zinc alloy (zamak) powder coated touch

locks with hook. (Height upto 1.2 meter).

Structural steel work in single section, fixed with or without

connecting plate, including cutting, hoisting, fixing in position

33 10.1 and applying a priming coat of approved steel primer all Kg 9517.80 114.18 10,86,757

complete. Y shape angle weight for concertina coil fancing

(angle- 35x35x5)

Steel work welded in built up sections/ framed work, including

cutting, hoisting, fixing in position and applying a priming coat

of approved steel primer using structural steel etc. as

In gratings, frames, guard bar, ladder, railings, brackets, gates

and similar works.

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Providing and laying Ceramic glazed floor tiles of size 300x300

mm(thickness to be specified by the manufacturer) of 1st

quality conforming to IS : 15622 of approved make in colours

such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm

thick cement mortar 1:4 (1 Cement :4 Coarse sand), jointing

with grey cement slurry @ 3.3kg/sqm including pointing the

joints with white cement and matching pigment etc.,.,

Distempering with 1st quality acrylic distemper (ready mixed)

13.41 having VOC content less than 50 gram/litre, of approved

manufacturer, of required shade and colour all complete :

New work (two or more coats) over and including water

36 13.41.1 thinnable priming coat with cement primer having VOC sqm 770.00 180.64 1,39,091

content less than 50 gram/litre

Finishing wall with waterproof cement paint of required

37 13.44.1 New works (two or more coats applied @ 3.84kg/10sqm) sqm 6942.20 113.74 7,89,632

Providing and applying white cement based putty of average

thickness 1 mm, of approved brand and manufacturer, over

the plastered wall surface to prepare the surface even and

smooth complete.

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Demolishing brick work manually/ by mechanical means

including stacking of serviceable material and disposal of

unserviceable material within 50 metres lead as per direction

of Engineer-in-charge..

Demolishing stone rubble masonry manually/ by mechanical

means including stacking of serviceable material and disposal

of unserviceable material within 50 metres lead as per

direction of Engineer-in-charge : 15.9.1 In cement mortar

Demolishing R.C.C. work manually/ by mechanical means

including stacking of steel bars and disposal of unserviceable

material within 50 metres lead as per direction of Engineer -

Dismantling barbed wire or flexible wire rope in fencing

including making rolls and stacking within 50 metres lead

Disposal of building rubbish / malba / similar unserviceable,

dismantled or waste materials by mechanical means, including

loading, transporting, unloading to approved municipal

dumping ground or as approved by Engineer-in-charge,

beyond 50 m initial lead, for all leads including all lifts

Digitally signed by PRIYA

(in INR) (in INR)

S.No. Description of item of work Unit (Revised after

TOTAL applying CPWD

Providing and fixing concertina coil fencing with punched tape

concertina coil 600 mm dia 10 metre openable length ( total

length 90 m), having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron 'Y' shaped placed

2.4m or 3.00 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 angle iron, all complete as per direction of Engineer-in-

charge, with 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 (cost

of M.S. angle, C.C. blocks shall be paid separately)

Digitally signed by PRIYA