Shetrunji Irrigation Scheme:-Improvement of Existing VRB At Ch.3067 mt of SLBMC

Item Rate In

specification and reference to book of Quantity Unit Amount

No figures

specifications)

Item no.

Dismantling of RCC work viz. slab, beam,

lintel, barrel, staircase, etc. including

removing the steel from the dismantled

1 portion without damage to reinforcement 21.00 Cum 1362.00

sorting and stacking of useful and unuseful

material from the dismantled material as

directed etc comp.

Item no.

Dismantling stone/brick masonry &

stacking of useful and unuseful material

2 from the dismantled materials as directed 27.00 Cum 616.00

etc complete.

(a) In cement mortar

Item no. 3 Excavation in all sort of strata

and formations incl. depositing the unuseful

excavated stuff as and where directed incl

sorting and stacking useful materials as

3 directed upto 30 mt lead etc. complete incl. 68.00 Cum 83.00

dewatering. ( Depth 0 TO 3.0 mt ) (For all

type canal & foundation trenches of C.D.

works ). A) In over burden Inc. Hard

Item no. 4 Excavation in all sort of strata

and formations incl. depositing the

unuseful excavated stuff as and where

directed incl sorting and stacking useful

materials as directed upto 30 mt lead etc. Cum

complete incl. dewatering. ( Depth 0 TO

3.0 mt ) (For all type canal & foundation

trenches of C.D. works ). B) In Soft rock

Item no.

from out side borrow area ,or from

5 excavated useful material including 102.00 Cum 84.00

watering ramming, consolidation with

pneumatic temping and all lead and lift etc

Item no. 6 Prov. & Laying in position

controlled cement concrete using cement,

sand and crushed aggregate by mass and

machine mix for C.C. work incl. necessary

formworks centering scaffolding

6 compaction by mechanical vibrator,curing 70.00 Cum 4303.00

as directed with all lead & lift etc complete

For plinth course & coping

A ) concrete grade M-15 and MSA-20 mm

Item no.

Prov. and Laying in position Controlled

cement concrete using cement, sand and

crushed aggregate bymass and machine

mix for R.C.C/CC work including

7 necessary formworks centering 111.00 Cum 5596.00

scaffolding compaction bymechanical

vibrator,curing as directedwith all lead&

lift etc complete Excluding the cost of

reinforcement FOR SOLID SLAB OF

ROAD BRIDGE.

C) Concrete grade M-25 and MSA-20mm

Item no.

Prov. & Laying in position controlled

cement concrete using cement, sand and

crushed aggregate by mass and machine

mix for C.C. work incl. necessary

formworks centering scaffolding

compaction by mechanical vibrator,curing

as directed with all lead & lift etc complete

For plinth course & coping

C ) concrete grade M-20 and MSA-20 mm

Item no.

Providing,cutting,bending,binding and

fixing in position as per drawing .TMT

BAR , reinforcement for R.C.C. works and

anchor bars incl cost of black annealed

to 18 BWG M.S. Wire etc.complete with

all lead and lift.

ITEM NO.10

Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x

10 mm spaced 2 m centre to centre, 1.8 m 16.00 Rmt 3468.34

high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by

hot dip process, all fittings to conform

to IS:1367 and IS:1364, metal beam rail to

be fixed on the vertical post with a spacer

of channel section 150 x 75 x 5 mm,

mm long complete as per clause 811)

ITEM NO.11

Informatory Signs:-Providing and fixing

sing boards made out of 2mm aluminium

sheet; size 80 x 60cms, rectangle as per the

design of IRC-67-1977 pre treated with

11 phospheting process & acid teching: 1.00 No 3856.90

coated with one coat of epoxyprimer and

two coats of best quality epoxy paint;

reflectorised with retro reflective sheeting

as per latest M.O.S.T. Specifications; 3.1m

long stand postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm

75x75x6mm as required; painted with best

qualityepoxy coatings in black and

whitebends. the details of symbol for each

board shall details of symbol for eachboard

shall be as per the instruction ofengineer in

charge. The fixing at site shall be in 1:2:4

CC block of size 45 x45 x 60cms. for each

leg. including excavation curing tec

complete under the supervision of

engineerin charge (A) Engineer

Grade(VR)...R & B SOR pg.192

Ch.26/Item Code:26093A))

ITEM NO.12

Wall painting (two coats) with plastic

emulsion paint of approved brand and

manufacture on undecorated wall

surface to give an even shade including

throughly brushing the surface free from

mortar droppings and other foreign matter

and sand papered smooth.

Item no.

Providing & laying dry rubble stone pucca

pitching without base , inverted filter and

header stone but with 10 cms thick

13 murrum layer (for base ) incl hand packing 26.00 Sqmt 544.00

and trimming and dressing slopes etc

C) 30cms thick stone pitching with

pointing in C.M. 1:2

Item no.

Providing & filling in contraction joints

14 with 12mm thick bitumen sheet of 10.00 Sqmt 702.00

approved quality as directed.

Item no.

Providing and fixing in position 100/110

15 mm dia PVC Pipe weep holes in the 16.00 Rmt 358.00

retaining walls.

ITEM NO.16

Care & diversion of VRB incl required

Earthwork,rolling watering,diversion sign

board, GSB during construction of VRB

ITEM NO.17

Providing Photography and videography

17 of before work,during execution of work 1.00 Job 2000.00

and after completion of work as per

instruction

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

be written in figures and words) of the estimated rate mentioned above. Amount of my

/our tender works out as under.