Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354-25S in the state of Mizoram along Indo-Bangladesh Border Length 6 Km P

ABSTRACT OF COST

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the

state of Mizoram along Indo-Bangladesh Border (Length- 6 Km) :PKG-II

Sl. Market Rate Items (

Sub Head DESCRIPTION OF ITEM Remarks

No. Amount in Rs.)

1 Sub Head 1 SITE CLEARANCE 164272.50 MORTH

EARTH WORK, EROSION CONTROL AND

2 Sub Head 2 48049712.16 MORTH

SUB-BASES, BASES ( NON- BITUMINOUS)

3 Sub Head 3 19484216.40 MORTH

BASES AND SURFACE COURSES

4 Sub Head 4 3467228.86 MORTH

5 Sub Head 5 CEMENT CONCRETE PAVEMENTS 425722.50 MORTH

TRAFFIC SIGNS, MARKINGS & OTHER

6 Sub Head 6 59916.00 MORTH

ROAD APPURTENANCES

7 Sub Head 7 FOUNDATIONS 62289737.11 MORTH

8 Sub Head 8 SUB-STRUCTURE 41932944.44 MORTH

9 Sub Head 9 SUPER-STRUCTURE 9301547.45 MORTH

RIVER TRAINING AND PROTECTION

10 Sub Head 10 236040.00 MORTH

11 Sub Head 11 SMART FENCE 64587540.87 MORTH

Digitally signed by SHIV

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

`1. SUB HEAD 1: SITE CLEARANCE

1.1 Clearing and Grubbing Road Land .(Clearing and grubbing

road land including uprooting rank vegetation, grass, bushes,

shrubs, saplings and trees girth up to 300 mm, removal of

stumps of trees cut earlier and disposal of unserviceable

materials and stacking of serviceable material to be used or

auctioned up to a lead of 1000 metres including removal and

disposal of top organic soil not exceeding 150 mm in

1.1.1 By Mechanical Means

1.1.1.1 In area of thorny jungle hectare 109515.00 1.50 164272.5

Sub Head-1: Total 164272.5

`2. SUB HEAD 2: EARTH WORK, EROSION CONTROL AND DRAINAGE

2.1 Excavation for Structures (Earth work in excavation of

foundation of structures as per drawing and technical

specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter,

dressing of sides and bottom, backfilling the excavation earth

to the extent required and utilising the remaining earth locally

for road work.)

2.1.1 Ordinary soil

2.1.1.1 Mechanical Means (Depth upto 3 m) cum 93.00 622.60 57901.80

2.1.2. Ordinary rock (not requiring blasting)

2.1.2.1 Mechanical Means (Depth upto 3 m) cum 123.00 316.80 38966.4

2.1.3 Marshy soil

2.1.3.1 Mechanical Means ( upto 3 m depth) cum 263.00 555.72 146154.36

2.2 Construction of Embankment with Material Deposited from

Roadway Cutting (Construction of embankment with approved

materials deposited at site from roadway cutting and cum 211.00 7053.60 1488309.6

excavation from drain and foundation of other structures

graded and compacted to meet requirement of table 300-2)

2.3 Excavation in Hill Area in Soil by Mechanical Means

(Excavation in soil in hilly area by mechanical means

including cutting and trimming of side slopes and disposing of

excavated earth with all lifts and lead upto 1000 metres)

2.4 Excavation in Hilly Area in Ordinary Rock by Mechanical

Means not Requiring Blasting. (Excavation in hilly area in

ordinary rock not requiring ballasting by mechanical means cum 459.00 14500.00 6655500

including cutting and trimming of slopes and disposal of cut

material with all lift and lead upto 1000 metres )

Sub Head-2: Total 48049712.16

`3. SUB HEAD 3: SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS

3.1 Water Bound Macadam (Providing, laying, spreading and

compacting stone aggregates of specific sizes to water bound

macadam specification including spreading in uniform

thickness, hand packing, rolling with vibratory roller 8-10

tonnes in stages to proper grade and camber, applying and

brooming requisite type of screening/ binding Materials to fill

up the interstices of coarse aggregate, watering and

compacting to the required density.)

3.1.1 By Mechanical Means:

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

3.1.1.1 Grading- I (Using Screening Crushable type such as Moorum

3.1.1.1.1 Using Screening Type-A (13.2mm Agg.) cum 4198.00 2675.31 11230951.38

3.1.1.2 Grading- II (Using Screening Crushable type such as Moorum

3.1.1.2.1 Using Screening Type-B (11.2mm Agg.) cum 4102.00 2012.01 8253265.02

Sub Head-3: Total 19484216.40

`4. SUB HEAD 4:BASES AND SURFACE COURSES (BITUMINOUS)

4.1 Prime coat (Providing and applying primer coat with bitumen

emulsion on prepared surface of granular Base including

clearing of road surface and spraying primer at the rate of 0.60

kg/sqm using mechanical means.)

4.2 Tack coat : Providing and applying tack coat with bitumen

emulsion using emulsion pressure distributor at the rate of 0.20

kg per sqm on the prepared bituminous/granular surface sqm 51.00 20985.00 1070235

cleaned with mechanical broom.

4.3 Bituminous Macadam (Providing and laying bituminous

macadam with 100-120 TPH hot mix plant producing an

average output of 75 tonnes per hour using crushed aggregates

of specified grading premixed with bituminous binder,

transported to site, laid over a previously prepared surface with

paver finisher to the required grade, level and alignment and

rolled as per clauses 501.6 and 501.7 to achieve the desired

4.3.1 for GradingII(19 mm nominal size) cum 13200.00 52.46 692472

4.4 Dense Graded Bituminous Macadam (Providing and laying

dense bituminous macadam with 100-120 TPH batch type

HMP producing an average output of 75 tonnes per hour using

crushed aggregates of specified grading, premixed with

bituminous binder @ 4.0 to 4.5% by weight of total mix of

mix and filler, transporting the hot mix to work site, laying

with a hydrostatic paver finisher with sensor control to the

required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MoRTH specification clause No. 507

complete in all respects.)

4.4.1 for GradingII(19 mm nominal size) cum 14891.00 52.46 781181.86

Sub Head-4: Total 3467228.86

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

`5. SUB HEAD 5: CEMENT CONCRETE PAVEMENTS

5.1 Cement Concrete Pavement (Construction of un-reinforced,

dowel jointed, plain cement concrete pavement over a prepared

sub base with 43 grade cement @ 400 kg per cum, coarse and

fine aggregate conforming to IS 383, maximum size of coarse

aggregate not exceeding 25 mm, mixed in a batching and

mixing plant as per approved mix design, transported to site,

laid with a fixed form or slip form paver, spread, compacted

and finished in a continuous operation including provision of cum 12614.00 33.75 425722.5

contraction, expansion, construction and longitudinal joints,

joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, dowel bar, tie rod, admixtures as approved,

curing compound, finishing to lines and grades as per drawing

Sub Head-5: Total 425722.50

`6. SUB HEAD 6:TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

6.1 Printing new letter and figures of any shade (Printing new

letter and figures of any shade with synthetic enamel paint

black or any other approved colour to give an even shade)

6.1.1 Hindi ( Matras commas and the like not to be measured and cm height

paid for Half letter shall be counted as half ) per letter

6.1.2 English and Roman cm height

6.2 Direction and Place Identification signs upto 0.9 sqm size

board. (Providing and erecting direction and place

identification retro-reflectorised sign asper IRC:67 made of

encapsulated lens type reflective sheeting vide clause 801.3,

fixed over aluminium sheeting, 2 mm thick with area not

exceeding 0.9 sqm supported on a mild steel single angle iron sqm 3004.00 2.70 8110.8

post 75 x 75 x 6 mm firmly fixed to the ground by means of

properly designed foundation with M15 grade cement concrete

45 x 45 x 60 cm, 60 cm below ground level as per approved

6.3 Direction and Place Identification signs with size more than

0.9 sqm size board. (Providing and erecting direction and place

identification retro- reflectorised sign asper IRC :67 made of

encapsulated lens type reflective sheeting vide clause 801.3,

fixed over aluminium sheeting, 2 mm thick with area

exceeding 0.9 sqm supported on a mild steel angle iron post 75

mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by

means of properly designed foundation with M 15 grade

cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground

level as per approved drawing)

6.4 Boundary pillar (Reinforced cement concrete M15 grade

boundary pillars of standard design as per IRC:25-1967, fixed

in position including finishing and lettering but excluding

6.5 Metal Beam Crash Barrier

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

6.5.1 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 5 mm spaced 2 m centre to centre, 1.8 m 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,

330 mm long complete as per clause 810)

Sub Head-6: Total 59916.00

7 SUB HEAD 7: FOUNDATIONS

7.1 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix

with crushed stone aggregate 40 mm nominal size

mechanically mixed, placed in foundation and compacted by cum 8861.00 209.02 1852126.22

vibration including curing for 14 days.)

7.2 Stone masonry work in cement mortar 1:3 in foundation

complete as drawing and Technical Specification

7.2.1 Random Rubble Masonry cum 6951.00 86.40 600566.4

7.3 Plain/Reinforced cement concrete in open foundation

complete as per drawing and technical specifications

7.3.3 RCC Grade M20

7.3.3.1 With Batching Plant, Transit Mixer and Concrete Pump cum 13926.00 396.00 5514696

7.3.4 RCC Grade M25

7.3.4.1 With Batching Plant, Transit Mixer and Concrete Pump cum 14785.00 281.25 4158281.25

7.3.5 RCC Grade M30

7.3.5.1 Using Batching Plant, Transit Mixer and Concrete Pump cum 14839.00 182.61 2709749.79

7.4 Supplying, fitting and placing HYSD bar reinforcement in

foundation complete as per drawing and technical tonne 134940.00 35.93 4848002.87

Sub Head-7: Total 62289737.11

8 SUB HEAD 8: SUB-STRUCTURE

8.1 Stone masonry work in cement mortar 1:3 for substructure

complete as per drawing and Technical Specifications

8.1.1 Random Rubble Masonry ( coursed/uncoursed ) cum 7045.00 237.60 1673892

8.2 Plain/Reinforced cement concrete in sub-structure complete as

per drawing and technical specifications

8.2.1 PCC Grade M20

8.2.2 RCC Grade M30

8.2.2.1 Height upto 5m

8.2.2.1.1 With Batching Plant, Transit Mixer and Concrete Pump cum 15696.00 182.60 2866089.6

8.3 Supplying, fitting and placing HYSD bar reinforcement in sub-

structure complete as per drawing and technical specifications

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

8.4 Providing weep holes in Brick masonry/Plain/Reinforced

concrete abutment, wing wall/return wall with 100 mm dia

AC pipe, extending through the full width of the structure with each 301.00 1050.00 316050

slope of 1V :20H towards drawing foce. Complete as per

drawing and Technical specifications

8.5 Back filling behind abutment, wing wall and return wall

complete as per drawing and Technical specification

8.5.1 Granular material cum 3722.00 515.20 1917574.4

8.6 Providing and laying of Filter media with granular

materials/stone crushed aggregates satisfying the requirements

laid down in clause 2504.2.2. of MoRTH specifications to a

thickness of not less than 600 mm with smaller size towards cum 3434.00 386.40 1326897.6

the soil and bigger size towards the wall and provided over the

entire surface behind abutment, wing wall and return wall to

the full height compacted to a firm condition complete as per

drawing and technical specification.

Sub Head-9: Total 41932944.44

9 SUB HEAD 9: SUPER-STRUCTURE

9.1 Furnishing and Placing Reinforced/Prestressed cement

concrete in super-structure as per drawing and Technical

9.1.1 RCC Grade M 30

9.1.1.1 Using Batching Plant, Transit Mixer and Concrete Pump.

9.1.1.1.1 For solid slab super-structure, 20-30% of (a+b+c)

9.1.1.1.1. Height upto 5m

9.2 Supplying, fitting and placing HYSD bar reinforcement in

super-structure complete as per drawing and technical tonne 137081.00 15.03 2060683.84

9.3 Drainage Spouts complete as per drawing and Technical

9.4 PCC M15 Grade leveling course below approach slab

complete as per drawing and Technical specification

9.5 Reinforced cement concrete approach slab including

reinforcement and formwork complete as per drawing and cum 18970.00 199.50 3784515

Technical specification

Sub Head-10: Total 9301547.45

`10 SUB HEAD 10:RIVER TRAINING AND PROTECTION WORKS

10.1 Providing and laying boulders apron on river bed for

protection against scour with stone boulders weighing not less

than 40 kg each complete as per drawing and Technical

10.1.1 Boulder laid dry without wire crates. cum 2886.00 30.00 86580

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

10.2 Gabian Structure for Erosion Control, River Training Works

and Protection works (Providing and constructing gabain

structures for erosion control, river training works and

protection works with wire crates of size 2 m x 1 m x 0.3 m

each divided into 1m compartments by cross netting, made

from 4 mm galvanised steel wire @ 32 kg per 10 sqm having cum 2491.00 60.00 149460

minimum tensile strength of 300 Mpa conforming to IS:280

and galvanizing coating conforming to IS:4826, woven into

mesh with double twist, mesh size not exceeding 100 mm x

100 mm, filled with boulders with least dimension of 200

mm, all loose ends to be securely tied with 4 mm galvanised

Sub Head-10: Total 236040.00

11 Sub Head 11: SMART FENCE

11.1 Providing and fixing high security 3.06m (2.70m high CHS

post above ground + 0.36m high Y arms on post) high 358

weld mesh fencing as per specified drawing as complete as per

direction of Engineer in-charge consisting of following items:

Providing and fixing Circular Hollow Section (CHS) Post

having external dia of 76.10mm, thickness 3.60mm having

minimum weight of 6.44kg/metre with hot dip galvonised

coating of minimum 360 GSM as per IS 2629/IS

4759/ASTMA 123/IS 4736 and thermoplast powder coating of

minimum 200-250 microns of colour RAI 6005, total length of

post 3.40 m provided at 2.5mtr centre to centre using 10mm

dia and 300mm long MS anchor rod tied with the post at the

bottom with wire with 700mm embeded in cement concrete

block of required size as per drawing

Providing and fixing Straining Y arm, for supporting

concertina coil, as per specified drawing made up of MS angle

50x50x5mm, one arm length 510mm, welded as mention in

drawing, with hot dip galvonised coating of minimum 360

GSM as per IS 2629/IS 4759/ASTMA 123/IS 4736 and

thermoplast powder coating of minimum 200-250 microns of

colour RAL 6005 fitted to CHS Post with proper sleeve caps

(cap of 63mm external dia for straighting Y arm being

provided at every 30 mtr of size and fixing arangement of caps

with two nos. SS mushroom heads bolt with breakble head

safety nut (M8X 120) to be provided as per attached drawings)

made of 3mm thick 63mm OD 100mm long pipe welded to

76mm dia 5mm thick plate and with hot dip galvonised

coating of minimum 360 GSM as per IS 629/IS 4759/ASTMA

123/IS 4736 and thernsplast powder coating of minimum 200

to 250 microns of colour RAL 6005.

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

Providing and fixing intermediate Y-arm for supporting

concertina coil as per specified drawing made up of MS angle

40x40x4mm, one arm each 510mm, welding as mentioned in

drawing, with hot dip galvonised coating of minimum 200 to

250 micron of colour RAL 6005 fitted to CHS post with proper

sleeve caps (cap of 83mm outer dia, 79mm inner dia for

intermidiate Y arms being provided at every 2.5 metre of size,

shape and fixing arrangement of caps with two numbers SS

mushroom head bolts with breakable head safety nuts

(M8X120) to be provided as per attached drawings) made of

2mm thick plate and with hot dip galvonised coating of

minimum 360 GSM as per IS 2629/IS 4759/ASTM A123/IS

4736 and thermoplast powder coating of minimum 200 to 250

microns of colour RAL 6005.

Providing & fixing High secutity weld mesh panel, wire mesh

panel size 2667x950 mm, weight 9.59Kg/sqm having Mesh

wire diameter 4.00mm(+/- 0.05mm), mesh size 12.7 x 76.20

mm with zinc coating on wire 40-50GSM and minimum 160

microns of powder coating (Duel coated) of colour RAL 6005,

produced by electrical resistance galvonized wires and

subsiquentely powder coated that are reinforced by means V -

shape in horizental direction of the panal of size, as shown in

the drawing including overlaping of panal (50-60mm over lap

in horizental direction and 100-120mm overlap in vertical

direction) including fixing of with 7 OMEGA clamps of size

180mmx35mmx3mm and profile plate of size

180mmx50.20mmx2.75mm using 2 numbers SS mushroom

head bolts with breakble head safety nuts (M8x60) and washer

for fixing the mesh to the CHS post all complete as per

attached drawings, as per manufacture specification and as

directed by Engineer in-charge. GI wire should be

manufactured from wire rods rolled only from secondary

refined steel (at least LRF treated). Wire rods should strictly

conform with the requirements of IS 7887 and IS 280.Only hot

dip galvanized wire should be used in making the fencing

product. Electrogalvanized wire shall not be used, as it does

not have an alloy layer essential for corrosion resistance. Zn

used for galvanizing should be of at least 99.95% purity for

better corrosion resistance. Secondary refined Zn should not be

used. In the galvanizing process, the Zn bath should be free

from addition of lead, to prevent lowering of corrosion

resistance properties in wire.

Providing and fixing OMEGA clamp of size

180mmx35mmx3mm and profile plate of size of

180mmx50.20mmx2.75mm of sharp as per manufacture

specification and attached drawing made with MS plate /flat

and hot dip galvonised coating of minimum 360 GSM as per

IS 2629/IS 4759/ASTM A123/IS 4736 and thermoplast powder

coating of minimum 200 to 250 microns of colour RAL 6005

using two numbers SS mushroom head bolts with breakible

heads safety nuts (M8X60) and washers for fixing the mesh to

the CHS post all complete as per attached drawings, as per

manufacture specification and as directed by Engineer in-

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2353 to BP No. 2354/25S in the state of

Mizoram along Indo-Bangladesh Border (Length- 6 Km) : PKG-II

Item No. Descriptions Unit Rate Quantity Amount

Providing and fixing 6 nos Razor wire of Tear Blade profile (3

nos fixed to each arm of Straining & intermediate Y-arm using

accessories as per manufacter specifications) having SS blade

(SS 304) of length 30mm, thickness 0.45mm, C/C distance of

blade as 50mm and core wire diameter 3.50mm duly

galvonised to minimum 275gms and having tensile strength of

1450-1700 N per sqm.

There will be 1600 pcs IP binders required to be installed per

KM (i.e., 1600 nos. IP binders + 1600 nos. Mushroom head

Nut bolts and washers) made of MS Flat 25 x 5, 160mm long,

with 2 slots – as per IS 1730. Coating: Pre-galvanized material

with min 350 GSM. The galvanized binders are subsequently

Thermoplastic Powder coated after fabrication with a thickness

of minimum 200 to 250 microns. Mushroom carriage SS 304

security nut bolt of M8x35 size to be used.

(All raw materials of Fencing produce shall be strictly of

makes of TATA/SAIL/RINL).

11.2 Providing and fixing in position at site double leaf swing gate

of overall size 4.98m x 2.625m as per drawing & direction of

Engineer-in-charge as detailed below:

(i) Welded mesh size 76.2mm X 12.7 mm, wire 4mm dia

welded with frame consisting of MS tube (SHS) 50mm x

50mm x 2mm, bracing of MS angle 50mm x 50mm x 2mm, &

6mm gusset plate and wicket gate of size 2.53 m x 0.94 m

made up of MS tube (SHS) 40 mm x 40 mm x 2 mm frame

with welded wire mess all complete as per given drawing.

(ii) Welded mesh size 76.2mm x 12.7 mm, wire 4mm dia

welded with frame consisting of MS tube (SHS) 50mm x

50mm x 2mm length 690 mm horizontally as well as vertically Each 326472.00 6.00 1958832

fixed at the top of the gate frame.

(iii) PTC Concertia coil of dia 850mm fixed/ welded at the top

of gate frame with tear blade profile having SS blade (SS 304)

of length of 30 mm, thickness 0.45 mm.

(iv) MS hinges with pintail of 25mm and 80mm long,4 Nos.

18 mm dia. 450mm long tower bolts 2 Nos with 40mm G.I.

socket and locking arrangement with 2 aldoop and handle.

100 mm thick M- 15 laid over 100mm thick M - 7.5 including

necessary earth work below gate (5.230 mtr x 2.0 mtr).

Entre assembly except coil shall be provided with 60 GSM hot

diipped galvanized coating as per IS: 4736 with thermoplastic

powder coating after fabrication with thickness of 200 micron

to sustain 1440 hours salt sprey test. Providing and fixing MS

Square vertical posts for MS gate, formed SHS of 150X150X5

mm thick as per IS:4923,3600 mm long, 2700mm above CC

Pavement and 900mm embedded in 1000X1000X1000 mm

foundation block of M-15 including cost of earthwork,

centering and shuttering . 2Nos 16mm dia, 200mm long

anchor rod fixed to the gate post at bottom. The top post shall

be provided with a MS plate of 165mmX165mm size8mm

thick. The SHS Post shall be provided with hot dipped

galvanized minimum 360 GSM coating as per IS: 4736 and

entire assembly to be thermo plastic powder coating with

thickness of 250 micron. Coating is to withstand 1440 hours

salt spray taste all complete as per drawing.

(All raw materials of Fencing produce shall be strictly of

makes of TATA/SAIL/RINL).

Sub Head-11: Total 64587540.87