Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border Pkg 1

ABSTRACT OF COST

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state

of Mizoram along Indo-Bangladesh Border (Length- 22 Km) : PKG-I

Sl. Market Rate Items

Sub Head DESCRIPTION OF ITEM Remarks

No. (Amount in Rs.)

1 Sub Head 1 SITE CLEARANCE 1656023.25 MORTH

EARTH WORK, EROSION CONTROL AND

2 Sub Head 2 181144180.08 MORTH

SUB-BASES, BASES ( NON- BITUMINOUS)

3 Sub Head 3 40352428.80 MORTH

BASES AND SURFACE COURSES

4 Sub Head 4 62096960.48 MORTH

5 Sub Head 5 CEMENT CONCRETE PAVEMENTS 2402865.00 MORTH

TRAFFIC SIGNS, MARKINGS & OTHER

6 Sub Head 6 1364578.00 MORTH

ROAD APPURTENANCES

7 Sub Head 7 PIPE CULVERTS 789610.56 MORTH

8 Sub Head 8 FOUNDATIONS 265157286.33 MORTH

9 Sub Head 9 SUB-STRUCTURE 208031147.66 MORTH

10 Sub Head 10 SUPER-STRUCTURE 35530350.31 MORTH

RIVER TRAINING AND PROTECTION

11 Sub Head 11 1643149.80 MORTH

12 Sub Head 12 SMART FENCE 237847159.44 MORTH

Digitally signed by ANUJ

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border

(Length- 22 Km) : PKG-I

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 thickness.)

1.1.1 By Mechanical Means

1.1.1.1 In area of thorny jungle hectare 315433.00 5.25 1656023.25

Sub Head-1: Total 1656023.25

`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 144.00 3220.58 463763.52

2.1.2. Ordinary rock (not requiring blasting)

2.1.2.1 Mechanical Means (Depth upto 3 m) cum 1000.00 701.71 701710

2.1.3 Marshy soil

2.1.3.1 Mechanical Means ( upto 3 m depth) cum 499.00 768.24 383351.76

2.2 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with

approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures cum 197.00 23288.40 4587814.8

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

2.3 Excavation in Hill Area in Soil by Mechanical Means (Excavation for road way in soil by mechanical means including

cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming cum 322.00 462320.00 148867040

bottom and side slopes in accordance with requirements of lines, grades and cross sections)

2.4 Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting (Excavation for roadway in

ordinary rock by mechanical means including cutting and transporting the earth to site of embankment/dumping area

with lead upto 1000 metres, trimming bottom and side slopes in accordance with the requirements of lines, grades and

cross sections.)

Sub Head-2: Total 181144180.08

`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 3 wheeled steel/

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:

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

3.1.1.1.1 Using Screening Type-A (13.2mm Agg.) cum 4661.00 4219.20 19665691.2

3.1.2 Grading- II (Using Screening Crushable type such as Moorum or Gravel)

3.1.2.1 Using Screening Type-B (11.2mm Agg.) cum 4903.00 4219.20 20686737.6

Sub Head-3: Total 40352428.80

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

4.1 Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared

surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using sqm 49.00 46364.88 2271879.12

mechanical means.)

4.2 Tack Coat on Bituminous surfaces (Providing and applying tack coat with bitumen emulsion using emulsion pressure

distributor at the rate of 0.20 kg per sum on the prepared bituminous surface cleaned with mechanical broom) sqm 14.00 46364.88 649108.32

4.3 Bituminous Macadam Grading –II (Providing and laying bituminous macadam with higher capacity hot mix plant 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 compaction)

4.3.1 for GradingII(19 mm nominal size) cum 14011.00 2318.24 32480860.64

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border

(Length- 22 Km) : PKG-I

Item No. Descriptions Unit Rate Quantity Amount

4.4 Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix

plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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(13.2 mm nominal size) cum 19192.00 1390.95 26695112.4

Sub Head-4: Total 62096960.48

`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 approve 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 cum 17799.00 135.00 2402865

operation including provision of 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 2402865.00

`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 paid for Half letter shall be counted as half ) cm height

6.1.2 English and Roman (Hyphens and the like not to be measured and paid for) 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 as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over

aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not

exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 sqm 35595.00 10.80 384426

NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60

cm, 60 cm below ground level as per approved drawing)

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 as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over

aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area

exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel sqm 61290.00 8.40 514836

circular pipe 65 NB ,3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly

designed foundation with M 25 grade cement concrete 45 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 painting) each 1538.00 12.00 18456

6.5 Metal Beam Crash Barrier

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 metre 4849.00 90.00 436410

post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811)

Sub Head-6: Total 1364578.00

`7. SUB HEAD 7: PIPE CULVERTS

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 vibration including curing for 14 days.) cum 9312.00 45.13 420250.56

7.2 Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying

Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in

single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling,

concrete and masonry works in head walls and parapets.)

Sub Head-7: Total 789610.56

`8. SUB HEAD 8: FOUNDATIONS

8.1 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 vibration including curing for 14 days.) cum 9312.00 732.58 6821784.96

8.2 Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.

8.2.1 Random Rubble Masonry cum 8603.00 316.80 2725430.4

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border

(Length- 22 Km) : PKG-I

Item No. Descriptions Unit Rate Quantity Amount

8.3 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.

8.3.1 PCC Grade M15

8.3.1.1 With Batching Plant, Transit Mixer and Concrete Pump cum 15256.00 7658.70 116841127.2

8.3.3 PCC Grade M20

8.3.2 With Batching Plant, Transit Mixer and Concrete Pump cum 16490.00 3393.60 55960464

8.3.3 RCC Grade M20

8.3.3.1 With Batching Plant, Transit Mixer and Concrete Pump cum 16765.00 1496.00 25080440

8.3.4 RCC Grade M25

8.3.4.1 With Batching Plant, Transit Mixer and Concrete Pump cum 17791.00 1525.00 27131275

8.3.5 RCC Grade M30

8.3.5.1 Using Batching Plant, Transit Mixer and Concrete Pump cum 17902.00 655.82 11740489.64

8.4 Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and

Technical Specifications.

Sub Head-8: Total 265157286.33

`9 SUB HEAD 9: SUB-STRUCTURE

9.1 Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications

9.1.1 Random Rubble Masonry ( coursed/uncoursed ) cum 10121.00 871.20 8817415.2

9.2 Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

9.2.1 PCC Grade M20

9.2.2.1 Height upto 5m

9.2.1.1 With Batching Plant, Transit Mixer and Concrete Pump cum 17435.00 9332.40 162710394

9.2.2 RCC Grade M30

9.2.2.1 Height upto 5m

9.2.2.1.1 With Batching Plant, Transit Mixer and Concrete Pump cum 18935.00 625.59 11845546.65

9.3 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical

9.4 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 slope of 1V :20H towards drawing foce. Complete as per each 419.00 3775.00 1581725

drawing and Technical Specifications

9.5 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

9.5.1 Granular material cum 4342.00 1814.40 7878124.8

9.6 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 the

soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to cum 3923.00 1360.80 5338418.4

the full height compacted to a firm condition complete as per drawing and Technical Specification.

Sub Head-9: Total 208031147.66

`10. SUB HEAD 10: SUPER-STRUCTURE

10.1 Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical

10.1.1 RCC Grade M 30

10.1.1.1 Using Batching Plant, Transit Mixer and Concrete Pump.

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

10.1.1.1.1 Height upto 5m

10.2 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical

10.3 Drainage Spouts complete as per drawing and Technical specification each 3627.00 105.00 380835

10.4 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification cum 14938.00 275.63 4117360.94

10.5 Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and

Technical specification

Sub Head-10: Total 35530350.31

`11 SUB HEAD 11:RIVER TRAINING AND PROTECTION WORKS

11.1 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 specification.

11.1.1 Boulder laid dry without wire crates. cum 3431.00 55.80 191449.8

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border

(Length- 22 Km) : PKG-I

Item No. Descriptions Unit Rate Quantity Amount

11.2 Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabian

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

minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into cum 8065.00 180.00 1451700

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 steel wire.)

Sub Head-11: Total 1643149.80

`12 Sub Head 12: SMART FENCE

12.1 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

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.

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.

Providing & fixing High secutity weld mesh panel, wire mesh panel size 2667x950 mm, weight 9.59Kg/sqm having KM 10560088.00 21.88 231054725.4

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 180mm x 35mm x3mm 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-charge.

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).

Bill of Quantity

Name of Work: Construction of Border Fencing and Road between BP No. 2350 to BP No. 2353 in the state of Mizoram along Indo-Bangladesh Border

(Length- 22 Km) : PKG-I

Item No. Descriptions Unit Rate Quantity Amount

12.2 Providing and fixing in position at site swing leaf M.S. 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

(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 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 Φ and 80mm long,4 Nos. 18 mm dia. 450mm long tower bolts 2 Nos with 40mm

Φ G.I. socket and locking arrangement with 2 aldoop and handle.

(v) 200 mm thick M- 20 including necessary earth work below gate (5.230 mtr x 3.0 mtr).

(vi) Entire assembly except coil shall be provided with 360 GSM hot diipped galvanized coating as per IS: 4736 with

thermoplastic powder coating after fabrication with thickness of 250 micron to sustain 1440 hours salt sprey

(vii) Providing and fixing MS Square vertical posts for MS gate, formed SHS of 150X150X6mm 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 size 8mm 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-12: Total 237847159.44