Construction of Gabion wall and other miscellaneous work at various location along Bhuki kaans in the University campus.

Description QTY Unit Final Rate Amount

Excavation for foundation by machineries / executed with

mechanised efforts up to all depth including sorting out

1 and stacking of useful materials and disposing off the 23057.90 Cum 151.25

excavated stuff up to all lead and lift as directed by engineer

in-charge.(A) loose or soft soli

Providing & making Gabion structure with Mechanically

Woven Double Twisted Hexagonal Shaped Wire mesh

Gabion Boxes as per IS 16014:2012 and BIS & CE Certified,

MORTH Clause 2500, of required size, Mesh Type 10x12

(D=100 mm with tolerance of ± 2%) Zinic+PVC coated,

Mesh wire diameter 2.7/3.7 mm, mechanically edged /

2 selvedged with partitions at every 1m interval and shall have 4044.00 Cum 4614.94

minimum 10 numbers of openings per meter of mesh

perpendicular to twist, tying with lacing wire of diameter

2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion

boxes, filled with boulders with least dimension of 200 mm,

as per drawing, all complete as per directions of Engineer-in-

Dewatering by pumping set of required capacity including

temporary platform carting pumping at site and fixing the

same in position including all accessories, and fuel and

labour etc. complete.

Providing and fixing Geo textile Non-Woven Geotextile (PR

20) (BIS & CE Certified) shall be behind gabion facia unit

and below gabion mattress units as separator between insitu

strata. It shall be mechanically bonded non-woven geotextile

and made of virgin high tenacity polypropylene or polyester

staple fibers which are UV stabilized. They are characterized

4 by a high resistance to installation damage, high water 4920.00 Sqmt 58.08

permeability, resistance to ultra violet degradation and to

biological and chemical environments. The non-woven

geotextile shall be made of Polypropylene needle punched

staple fibers and shall meet the requirements of MoRTH

section, all complete as per direction of Engineer-in-charge.

Description QTY Unit Final Rate Amount

Providing and fixing Geo Grid (BIS & CE Certified) is

manufactured from select grades of high tenacity polyester

yarn having capacity above 100 KN/Sqmt and upto

KN/sqmt with molecular weight > 25,000 and carboxyl end

groups < 30, to ensure high strengths, low creep and

excellent durability. The yarns are formed into a

dimensionally stable grid structure with uniform apertures,

using an advanced weft insertion warp knitting process

which is then given a tough and durable polymeric coating to

enhance dimensional stability, resistance to installation

damage and durability. Geogrid is a uniaxial knitted

polyester geogrid with a protective polymeric coating

engineered shall meet the requirements of MoRTH

section. The mechanically woven double twisted wire mesh

gabion with a connector rod of 16mm diameter etc. all

complete as per direction of Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1- Cement : 2-

Coarse sand : 4- graded stone aggregates 20 mm nominal

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

Foundation and Plinth

Providing and laying in position Ready Mixed M-30 grade

concrete for reinforced cement conctere work, using cement

content as per approved Design Mix manufactured in fully

automatic batching plant and transported to site of work in

transit mixer for all lead up to MSU site having continuous

agitated mixer, manufactured as per mix design of specified

grade for reinforced cement concrete work including

pumping of R.M.C. from transit mixer to site of laying,

including the cost of centering shuttering finishing and

excluding the cost of reinforcement including cost of

admixtures in recommended proportions as per IS: 9103 to

accelerate/ retard setting of concrete, improve workability

without impairing strength and durability including curing

etc. complete as per direction of the Engineer - in - charge.

Without Fly Ash (Min cement level as per latest IS 456 shall

be maintained) (Cement level 475 kg) for Foundation

Description QTY Unit Final Rate Amount

Providing and laying in position Ready Mixed M-30 grade

concrete for reinforced cement conctere work for all floors,

using cement content as per approved Design Mix

manufactured in fully automatic batching plant and

transported to site of work in transit mixer for all lead up to

MSU site having continuous agitated mixer, manufactured as

per mix design of specified grade for reinforced cement

concrete work including pumping of R.M.C. from transit

8 mixer to site of laying, including the cost of centering 400.00 Cum 6125.65

shuttering finishing and excluding the cost of reinforcement

including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability

including curing etc. complete as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level as

per latest IS 456 shall be maintained) (Cement level 494 kg)

Providing and filling rubbles at below the gabion wall

9 including hand packing and filling interstices with quarry 738.00 Cum 1086.50

spalls behind abutments and between returns as directed.

Filling in foundation and backside of gabion with murrum or

selected soil in layers of 20cm. Thickness (the soil should be

meet MoRTH 3100 requirements) including watering,

ramming and consolidating etc. complete

Earthwork for embankment including breaking clods,

dressing with all lead and lift and including watering rolling

and consolidation of subgrade in layers at O.M.C. to required

dry density including filling the depression which occur

during the process using power roller 8T to 10T.(C) From

Borrow area within 1.0KM. lead

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

12 including bending, binding and placing in position complete 70000.00 Kg 77.29

upto floor two level

Brick work using common burnt clay building bricks having

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

and plinth in Cement Mortar 1:6 (1- Cement : 6 -fine

sand)(B) Conventional

Providing 20 mm thick double coat mala cement plaster on

interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar (1

14 Cement : 4 coarse sand) in rough finishing and 8 mm thick 2000.00 Sqm 277.18

top coat of cement mortar 1:2 (1 Cement : 2 Coarse sand)

finished with trovel including scaffolding curing etc.