Construction of Flood Protection wall along Demi River at Village Chachapar Ta Morbi Dist Morbi. (Second Try)

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Item Description of Item (with brief Quantity Unit Rate In Amount

No specification and reference to figures

book of specifications)

Excavation in all sort of strata

and formations incl. depositing

the unusful excavated stuff as

and where directed incl sorting

and stacking useful materials as

directed up to 200 mt. lead and

all lift etc. complete incl.

(A) IN OVER BURDEN INCL.

( B ) IN SOFT ROCK. 1122.00 Cum 165.00

Excavation of HARD ROCK by

using rock breaker only and

without using any type of

explosive and removal of

material by means of wedging

and chiseling including

depositing the excavated stuff

as and where directed with

mt lead and all lift including

sorting and stacking of useful

materials as directed etc

Prov. & Laying in position

cement concrete using cement

sand and crushed metal coarse

aggregate by mass and machine

mix for PCC/RCC including

necessary formworks

compaction by vibrator, curing

3 as directed with all lead & lift 7703.00 Cum

etc complete. (Excluding cost of

steel ) FOR .BODY

WALL,APRON, TRAININGWALL,

SIDE WALL, SPLAY WALL,KEY

WALL,CUT OF WALL ETC.

(4/c) Controlled Concrete grade

M-15 and MSA-40mm

SBR Bonding of new concrete to

old concrete (surface) in super

4 strcture complete as per 829.00 Sqmt. 286.00

drawing and technical

Providing, cutting, bending,

binding and fixing in position as

per drawing H.Y.S.D.Bar

reinforcement for R.C.C. works

and anchor bars incl cost of

black annealed 16 to 18 BWG

M.S. Wire etc. complete with all

Providing and laying 0.30 mt.

dry rubble pucca pitching in

6 C.M. 1:2 on 0.15 mt. thick filter 4030.00 Sqmt 634.00

incl. hand packing and trimming

& dressing surface etc complete.

Providing and fixing in position

100/110 mm dia. PVC pipe

weep hole in the retaing

walls/sioewall/abt etc .

Proving & Laying 0.60 Cm thick

Greded Filter of gravel metal &

8 Sand as base of inverted filter 2040.00 Sqmt 586.00

including hand packing in slope

Drilling 25mm dia holes at

distance as specified and depth

upto 3.0mt for check dam

foundation & fixing anchor bars

of specified diameter with

cement grout incl cleaning holes

as directed etc.(excluding cost

Clearing the bed of spillway

foundation prior to mapping

10 with air and water jet incl 829.00 Sqmt 8.30

removal of all loose materials/

debris etc. complete.

Back filling with selected earth

brought from out side borrow

area excaveted useful material

11 including watering ramming, 11697.00 Cum 132.00

consolidation by hand temping

and all lead and lift etc

Removal of Back filling in all

sort of strata and formations

incl. depositing the unusful

excavated stuff as and where

directed incl sorting and

stacking useful materials as

directed up to 200 mt. lead and

lift etc. complete.

Chipping of unsound/weak

concrete material from slabs,

13 beams, columns etc. with 829.00 Sqmt. 163.00

manual Chisel and/ or by

standard power driven

percussion type or of approved

make including tapering of all

edges, making square shoulders

of cavities including cleaning

the exposed concrete surface

and reinforcement with wire

brushes etc. and disposal of

debris for all lead and lifts all

complete as per direction of

Engineer-In-Charge

25 mm to 50 mm average

Care & Diversion of river/creek

including required dewatering

during construction of spillway

and allied works as per .68

prescribed and directed etc.

Total Rs. Three Crore Forty Nine Lacs Ninety Six Thousand Four Hundred Sixty Seven and

Paise Thirty Eight Only.

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

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

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

EXECUTIVE ENGINEER

IRRIGATION DIVISION