CONSTRUCTION OF 900 METRE CC ROAD IN NARKARA VILLAGE BOKARO, JHARKHAND.

No. NO. Description Unit Rate Qty. Amount

2.2 Earth work by mechinical / manual means in rough

excavation, banking excavated earth in layers not

exceeding 20cm in depth, breaking clods, watering,

rolling each layer with 'A tonne roller or wooden or

steel rammers, and rolling every 3rd and top-most

layer with power roller of minimum 8 tonnes and

dressing up in embankments for roads, flood banks,

marginal banks and guide banks or filling up ground

depressions, lead upto 50 m and for all lift

1 2.2.1 All kinds of soil Cum 395.30 540.00 213462

Preparation and consolidation of sub grade with

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm depth,

16.1 dressing to camber and consolidating with road

roller including making good the undulations etc.

and re-rolling the sub grade and disposal of surplus

earthwith lead upto 50 metres.

Construction of dry lean cement concrete sub base

over a prepared sub-grade with coarse and fine

aggregate conforming to IS:383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate gradation after

blending to be as per specifications, cement content

not to be less than 150 Kg/cum, optimum moisture

3 16.80 content to be determined during trial length

construction, concrete strength not to be less than

10 Mpa at 7 days, mixed in a batching plant,

transported to site, for all leads & lifts, laid with a

mechanical paver, compacting with 8-10 tonne

vibratory roller, finishing and curing etc. complete as

per direction of Engineer in- charge.

16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 7993.80

4 graded stone aggregate 40 mm nominal size) in

pavements, laid to required slope and camber in

panels as required including consolidation finishing

and tamping complete.

Centering and shuttering including strutting,

propping etc. and removal of form for :

Foundations, footings, bases of columns, etc. for

mass concrete Sqm 392.15 765.00 299994.75

5.22 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

6 5.22.1 Mild steel and Medium Tensile steel bars Kg 107.1 4800.00 514080.00

Digitally signed by PRIYA

No. NO. Description Unit Rate Qty. Amount

Excavating, supplying and filling of local earth

(including royalty) by mechanical transport upto a

lead of 5km also including ramming and watering of

the earth in layers not exceeding 20 cm in trenches,

plinth, sides of foundation etc. complete.

Supplying and filling in plinth with sand under floors,

8 2.27 including watering, ramming, consolidating and

dressing complete. Cum 2123.75 202.50 430059.38

16.47 Painting runway/taxi track/apron marking with

adequate nos of coats to give uniform finish with

road marking paint of superior make as approved

by the Engineer-in-charge, i/c cleaning the surface

of all dirt, scales, oil, grease and other foreign

material etc. and lining outcomplete.

9 16.47.1 New work (Two or more coats) Sqm 188.20 270.00 50814.00

16.46 Providing and filling in position rubberized bitumen

hot sealing compound for sealing of expansion

joints in roads / pavements all complete as per

direction of the Engineer-in-Charge.

16.46.1 Using grade 'A' sealing compound conforming to IS: Per cm

1834. depth per

MR Providing reflective signages, inaugration stone etc.

wherever required as per direction of E/I

16.59 Manufacturing, supplying and fixing retro reflective

sign boards made up of 2 mm thick aluminium

sheet, face to be fully covered with high intensity

encapsulated type heat activated retro reflective

sheeting conforming to type - IV of ASTM-D 4956-

01 in blue and silver white or other colour

combination including subject matter, message (bi-

lingual), symbols and borders etc. as per IRC ;

67:2001, pasted on substrate by an adhesive

backing which shall be activated by applying heat

and pressure conforming to class -2 of ASTM-D-

4956-01 and fixing the same with suitable sized

aluminium alloy rivets @ 20 cm c/c to back support

frame of M.S. angle iron of size 25x25x3 mm along

with theft resistant measures,

Digitally signed by PRIYA

No. NO. Description Unit Rate Qty. Amount

mounted and fixed with 2 Nos. M.S. angles of size

35x35x5 mm to a vertical post made up to M.S. Tee

section ISMT 50x50x6 mm welded with base plate

of size 100x100x5 mm at the bottom end and

including making holes in pipes, angles flats,

providing & fixing M.S. message plate of required

size, steel work to be painted with two or more

coats of synthetic enamel paint of required shade

and of approved brand & manufacture over priming

coat of zinc chromate yellow primer (vertical MS-

Tee support to be painted in black and white

Backside of aluminium sheet to be painted with two

or more coats of epoxy paint over and including

appropriate priming coat including all leads and lifts

etc. complete as per drawing, specification and

direction of Engineer-in-charge.

16.59.1 Mandatory/ Regulatory sign boards of 900 mm 7183.35

11 diametre with support length of 3750 mm

16.59.2 Cautionary /warning sign boards of equilateral 5559.75

12 triangular shape having each side of 900 mm with

support length of 3650 mm Each 2 11119.50

15.7 Demolishing brick work manually/ by mechanical

means including stacking of serviceable material

13 and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-charge..

14 15.7.4 In cement mortar Cum 2060.20 5 10301.00

15.2 Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of Engineer -

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent 2434.25

design mix) Cum 5 12171.25

SURFACE DRAIN WORKS

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in 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-in-charge.

2.25 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.

Digitally signed by PRIYA

No. NO. Description Unit Rate Qty. Amount

4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived

from natural sources : 4 graded stone aggregate 40

mm nominal size derived from natural sources)

Centering and shuttering including strutting,

propping etc. and removal of form for all heights :

5.9.1 Foundations, footings, bases of columns, etc. for

20 mass concrete sqm 392.15 180 70587.00

6.1 Brick work with F.P.S. bricks of class designation

75 in foundation and plinth in :

21 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7132.25 144 1027044.00

13.7 12 mm cement plaster finished with a floating coat

of neat cement of mix :

Digitally signed by PRIYA