Construction of Border Fencing and Road along Indo-Bangladesh from BP No. 1258-M to BP No. 1259-11S in Meghalaya State. APPROX LENGTH : 2.49 KM

No. Market Rate

Circle, Megh)

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 2.60Km 29518585.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 2.60 Km 2407749.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 2.60Km 1843869.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 28483.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 60278813.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 3.00 nos 243757.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 3.00 nos 1684534.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 3.00 nos 188909.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 3.00 nos 1280237.00

10 Sub Head 7(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 1200.00mtr 196922.35

11 Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item): 1200.00 mtr 96508680.00

14 Sub Head 8(A): Box Culvert 6.0m x 6.0m (Non-Sheduled Item): 1.00 Nos 407169.00

15 Sub Head 8(B): Box Culvert 6.0m x 6.0m (Sheduled Item): 1.00 Nos 6072445.00

16 Sub Head 9(B): C C Drain (Sheduled Item): 2400.00 Mtr 3587736.00

17 Sub Head 10(B): IBB Road (Sheduled Item): 2.60 Km 12612553.00

18 Sub Head 11(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 52.00 Nos 31512.00

SUB-TOTAL 32963091.35 183928862.00

GRAND TOTAL (A+B) 21,68,91,953.35

GRAND TOTAL (A+B) 21,68,91,953.35

Digitally signed by

AVANISH AVANISH KUMAR

KUMAR 19:44:34 IST

NBCC (India) Limited

(A Government of India Enterprise)

Name of the Work :- Construction of Border Fencing and Road along Indo-Bangladesh Border from BP No. 1258/M (chainage 8640.00mtr) to BP

No. 1259/11s (Chainage 11130.00mtr) in Meghalaya State. APPROX LENGTH = 2.49KM (ROCKY HILL STRETCH)

BILL OF QUANTITY

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 2490.00 Mtr.

1 MR Providing and fixing high security 3.06m (2.70m high CHS post above ground + Mtr 2600.00 11257.12 29268514.00

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 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 (CC block concrete will be paid seperately)

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 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 4mm 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 microns of colour RAL 6005.

Providing and fixing intermediate Y-arm for supporting concertina coil as per

specified drawing made up of MS angle 40x25x3, one arm each 510mm, welding

as mentioned in drawing, with hot dip galvonised coating of minimum 200 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 microns of colour RAL 6005.

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

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 76.20mm with znic coating on wire 40-50GSM and minimum

120 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 (75mm over lap in horizental

direction and 167mm 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 (M8x50) 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. (Cost of providing and fixing OMEGA clamp,

profile plates, all nut/bolts/washer etc shall be pade seperately)

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 microns of colour RAL 6005 using two numbers

SS mushroom head bolts with breakible heads safety nuts (M 8X50) 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 1400-1500 N per sqm.

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

2 MR Providing & fixing MS square vertical posts for MS gate formed by welding two Nos 4.00 18785.45 75142.00

Nos MS angle size 100x100x8mm 4200mm long 2850mm above ground level &

1350mm embedded in 1000x800x1500mm foundation block of reinforced cement

concrete 1:2:4 (1cement: 2coarse sand: 4stone aggregate 20mm nominal size)

including cost of centering & shuttering 400x400x8mm base plate 210x100x8mm

tringular stiffener plates jointing the posts & the base plate on the four corners. 2

Nos 16mm dia 200mm long MS bolts & nuts fixed to the gate post with strutted

post of fencing including applying primer & paint (as per Special conditions &

specifications of approved brand & manufacturere to give an even shade on all

steel work except portion embedded in RCC. The top of post shall be provided

with MS plate of 125mmx125mm size 4mm thick on which 4 Nos pointed spikes

of 10mm dia & 75mm long to be welded in scattered way & post sides to be

welded with 5 Nos 8mm thick deats with holes for 25 dia as shown. The cold

twisted steel reinforcement for RCC foundation block comprising of 4 Nos vertical

bars of 12mm dia 8 Nos.8mm dia stirrups etc. complete as per drawing.

3 MR Providing & fixing in position at site double leaf MS gate of overall size Nos 2.00 87464.55 174929.00

3.65mx2.80m as per approved drawing & directions of Engineer-in-Charge.

(a) 1.6mm thick MS sheet with 60mm dia staggered holes cut to size & welded

with frame consisiting of MS angle 50mmx50xmmx6mm. Tee

50mmx50mmx6mm cross bracing of MS angle 35mmx35mmx6mm. Flat

40mmx6mm gusset plate 6mm thick.

(b) Blade with teeth made of MS Flat 25mmx3mm & MS spikes of 16mm dia rod

600mm long welded at the top of gate @ 150 c/c.

(c) 3 rows of barbed wire @ 150mm c/c fixed at the top of the gate frame.

(d) MS hinges with pintal of 25mm dia & 80mm long (2x5nos), 4nos 450mm long

tower bolts with 40mm dia GI socket & looking arrangement & a pair of 50mm

dia rollers.

(e) 150mm thick CC 1:2:4 (1cement:2coarse sand:4 graded stone aggregate of

40mm nominal size) and Brick work with bricks of class designation 75 in cement

mortar 1:4 (1cement :4 coarse sand) including necessary earth work & providing

& fixing circular MS Tee50mmx50mmx6mm for easy movement of rollers.

(f) Painting two or more coats of synthetic enamel paint over a priming coat of

red oxide and Alkyd Zinc Phosphate primer on all steel work.

Sub-total 1 (A) (Non-Scheduled items) carried over to summary 29518585.00

Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 4.40Km

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size)

Centring & shuttering including strutting, propping etc and removal of form work

5 MR (for pavement)

a) Foundations, footings, bases for columns Sqm 910.00 199.09 181173.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 2407749.00

Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 2.49Km

PCC 1:3:6 in Foundatin:

Plane cement concrete 1:3:6 mixes with crushed stone aggregate 40mm nominal

6 7.1 size mechanically mixed, olaced in foundation and compacted by vibration

including cuting for 14 days.

Sub-total 2 (B) (Scheduled items) carried over to summary 1843869.00

Sub Head 3(B): Jungle Clearence (Sheduled Item):

Clearing Grass and Removal of Rubbish

7 201/2.2 Cleaning grass and removal of rubbish upto a distance of 50 metres outside the

periphery of the area. Hactor 2.86 9959.00 28483.00

Sub-total 3 (B) (Scheduled items) carried over to summary 28483.00

Sub Head 4(B): Earth Work (Sheduled Item):

Excavation of Soil using Hydraulic Excavator CK 90 and Tippers with

deposal upto 1000 meters.

Excavation of road work in soil with hydraulic excavator of 0.9 cum bucket

8 103/3.6 capacity including cutting and loading in trippers, trimming bottom and slide

slopes, in a accordance with requirements of lines, grades and cross sections,

and transporting to the embankment location within all lifts and lead upto 1000

meters. Cum 7425.33 74.00 549474.00

Excavation in Hard Rock (blasting prohibited)

Excavation of Roadway in Hard Rock (blasting prohibited) with rock breakers

9 301/3.8 including breaking rock, loading in tippers and disposal within all lifts and lead

upto 1000 meters, trimming bottom and side slopes in accordence with

requirements of lines, grades and cross sections.

A. Mechanised. Cum 74253.28 703.00 52200056.00

Excavation of Hard Rock (Controlled blasting) with disposal upto

10 301/3.9 Excavation of Roadway in hard rock with controlled blasting by drilling, blasting

and breaking, trimming of bottom and side slope in accordance with requirement

of lines, gradrs and cross section, loading and disposal of cul road with in all lifts

and lead s upto 1000metrrs. Cum 14850.66 507.00 7529283.00

Sub-Total 5(B) (Scheduled items) carried over to summary 60278813.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 3.00 nos

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size)

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

1:4:8 (1cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Sub-total 5 (A) (Non-Scheduled items) carried over to summary 243757.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 3.00 nos

Earth work in excavation of foundation of structures as per drawing and techinical

specification, including setting out, construction of shoring and bracing, removal

of stumps and other deleterious matter, dressing of sides and bottom and

13 304/10.1 backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth

PCC 1:3:6 in Foundatin:

Plane cement concrete 1:3:6 mixes with crushed stone aggregate 40mm nominal

size mechanically mixed, olaced in foundation and compacted by vibration

including cuting for 14 days. Cum 44.34 5337.00 236643.00

Stone Masonary work in cement mortar 1:3 for substructure complete as per

15 drawing and techinical specification

A) Random Rubble Masonary Cum 262.56 3966.00 1041313.00

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on 1st

16 2900/2.17 class Bedding in Single Row.

1000 mm dia (Full pipe) RM 45.00 8072.00 363240.00

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment,

wing wall/return wallwith 100mm dia AC pipe, extending thriugh the full width of

17 (Appendix

IV)/11.3 the structure with slope of 1V : 20H towards drawing foce. Complete as per

drawing and techinical specification. Each 45.90 508.00 23317.00

Sub-total 5 (B) (Scheduled items) carried over to summary 1684534.00

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 3.00 nos

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size)

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

1:4:8 (1cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size)

Sub-total 6(A) (Non -Scheduled items) carried over to summary 188909.00

Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 3.00 nos

Earth work in excavation of foundation of structures as per drawing and techinical

specification, including setting out, construction of shoring and bracing, removal

of stumps and other deleterious matter, dressing of sides and bottom and

20 304/10.1 backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

PCC 1:3:6 in Foundatin:

Plane cement concrete 1:3:6 mixes with crushed stone aggregate 40mm nominal

size mechanically mixed, olaced in foundation and compacted by vibration

including cuting for 14 days. Cum 14.79 5337.00 78934.00

Stone Masonary work in cement mortar 1:3 for substructure complete as per

22 drawing and techinical specification

A) Random Rubble Masonary Cum 262.56 3966.00 1041313.00

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on 1st

23 2900/2.17 class Bedding in Single Row.

1000 mm dia (Full pipe) metre 15.00 8072.00 121080.00

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment,

wing wall/return wallwith 100mm dia AC pipe, extending thriugh the full width of

24 (Appendix

IV)/11.3 the structure with slope of 1V : 20H towards drawing foce. Complete as per

drawing and techinical specification. Each 45.90 508.00 23317.00

Sub-total 6 (B) (Scheduled items) carried over to summary 1280237.00

Sub Head 7(A): Retaining Wall 5.60 mtr height (Non-Sheduled Item):1500.00 mtr

Providing & laying in position cenent concrete of specified grade excluding in cost

of centering and shuttering -All up to plinth level:

25 MR Cum

1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size)

Sub-total 7 (A) (Scheduled items) carried over to summary 196922.35

Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item):1500.00 mtr

Earth work in excavation of foundation of structures as per drawing and techinical

specification, including setting out, construction of shoring and bracing, removal

of stumps and other deleterious matter, dressing of sides and bottom and

26 304/10.1 backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m Cum 10125.00 88.00 891000.00

Stone Masonary work in cement mortar 1:3 for substructure complete as per

27 drawing and techinical specification

A) Random Rubble Masonary Cum 22560.00 3966.00 89472960.00

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment,

wing wall/return wallwith 100mm dia AC pipe, extending thriugh the full width of

28 (Appendix

IV)/11.3 the structure with slope of 1V : 20H towards drawing foce. Complete as per

drawing and techinical specification. Each 1500.00 508.00 762000.00

Providing and laying of filter media with granular materials/stone crushed

aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH

710.1.4 of specifications to a thickness of not less than 600mm with smaller size towards

29 IRC:78 and the soil and bigger size towards the wall and provided over the entire surface

2200 behind abutment, wing wall and return wall to the full height compacted to a firm

condition complete as per drawing and techinical specification

Sub-total 7(B) (Scheduled items) carried over to summary 96508680.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 8(A): Box Culvert 6.0 x 6.00 mtr(Non-Sheduled Item): 1.00 Nos

Steel work welded in built up section / framed work, including cutting , hoisting,

fixing in position and applying a prime coat of approved steel primer using

30 MR structrial steel etc. as required.

In gratings, frames, guard bar, ladder,railings, brackets,gates and similar works.

Extra for providing mechanical device chain and crank operation for operating

31 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 30.6 730.00 22338.00

Sub-total 8(A) (Non-Scheduled items) carried over to summary 407169.00

Sub Head 8(B): Box Culvert 6.0 x 6.00 mtr(Sheduled Item): 1.00 Nos

Earth work in excavation of foundation of structures as per drawing and techinical

specification, including setting out, construction of shoring and bracing, removal

of stumps and other deleterious matter, dressing of sides and bottom and

32 304/10.1 backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m Cum 475.7 88.00 41862.00

PCC 1:3:6 in Foundatin:

Plane cement concrete 1:3:6 mixes with crushed stone aggregate 40mm nominal size

mechanically mixed, olaced in foundation and compacted by vibration including cuting for

14 days. Cum 57.06 5337.00 304529.00

Plane/Reinforced Cement Concrete in open foundation complete as per drawing

34 and techinical specification

A. PCC Grade M15 (1:2:4) Cum 37.54 6114.00 229520.00

Supplying Fitting and placing HYSD bar reinforcement in super-structure

complete as per drawing and techinical specifrcation. MT 33.7 94117.00 3171743.00

Plane/Reinforced Cement Concrete in open foundation complete as per drawing

36 and techinical specification

E. RCC Grade M25 303.26 7666.00 2324791.00

Sub-total 11(B) (Scheduled items) carried over to summary 6072445.00

Sub Head 9(B): Drain (Sheduled Item): 2400.00Mtr

Earth work in excavation of foundation of structures as per drawing and techinical

specification, including setting out, construction of shoring and bracing, removal

of stumps and other deleterious matter, dressing of sides and bottom and

37 304.0/10.1 backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Upto 3 m height Cum 1680.00 77.00 129360.00

PCC 1:3:6 in Foundatin:

Plane cement concrete 1:3:6 mixes with crushed stone aggregate 40mm nominal

size mechanically mixed, olaced in foundation and compacted by vibration

including cuting for 14 days. Cum 648.00 5337.00 3458376.00

Sub-total 9(B) (Scheduled items) carried over to summary 3587736.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

14 N.H Description of Item Unit Quantity 2013-14 N.H Amount

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 10(B): IBB Road (Sheduled Item): 2.60 KM

Granular Sub-base with Close Graded Material (Table:- 400-1)

B) By Mix in Place Method (Construction of granular sub-base by providing close graded

material, spreading in uniform layers with motor grader on prepared surface, mixing by

mix in place method with rotavator at OMC, and compacting with vibratory roller to

achieve the desired density, complete as per clause 401)

ii) for grading- II Material Cum 1755.00 2242.00 3934710.00

Providing, laying, spreading and compacting stone agreegates of specified sizes

to water Bound Macadam specification including spreading in uniform thickness,

hard packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade

40 404/4.9 and camber, applying and brooming requisite type of screening/binding Materials

to fill up the interstices of course arrregate, watering and compacting to the

required density.

A) By Manual Means:

Grading- I 90mm to 45mm @ 1.21cum per 10 sqm for compacting thickness of

100mm. Cum 943.80 2605.00 2458599.00

40 (b) Grading- II 63mm to 45mm @ 0.91cum per 10 sqm for compacting thickness of

75mm. Cum 709.80 2694.00 1912201.00

40 (c ) (iii) Grading-III 53 mm to 22.4mm @ 0.91cum per 10 sqm for compacting thickness Cum 709.80 3035.00 2154243.00

Tack Coat

Providing and applying tack coat with biyumen emulsion using emulsion pressure

41 503/5.2 distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular

surface cleaned with mechanical broom.

(iv) Non bituminous surface @0.4kg/sqm Sqm 7800.00 26.00 202800.00

Closed Graded Premix Surfaceing/ Mixed Seal Surfaceing: Mechanical means

using HMP of appropriate capacity not less than 75 tonnes/hour.

Providing, laying and rolling of closed-graded premix surfaceing material of

20mm thickness composed of 11.2mm to 0.09mm (Type-A) or 13.2mm to

42 512/5.10 0.09mm (type-B) aggregates using penetration grade bitumin to the required

line, grade and level to serve as a wearing course on a previously prepared base,

including mixing in a suitable plant, laying and rolling with a smooth wheeled

roller 8-10 tonnee capacity, and finishing to required level and grade.

Bitumen VG-10(80/100) Type-A

Sub-total 15(B) (Scheduled items) carried over to summary 12612553.00

Sub Head 16(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 88.00 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design is

43 806/8.14 per IRC: 25-1967, fixed in position including finishing qnd lettering but excluding

painting. Each 52.00 606.00 31512.00

Sub-total 16(B) (Scheduled items) carried over to summary 31512.00

GRAND TOTAL 216891953.35

GRAND TOTAL 216891953.35