Construction of Border Fencing and Road along Indo- Bangladesh border from near BP No. 1286-13R (11.500) to BP No. 1293-18s (5.900) 5.600 Km in West Jaintia Hills District, in Meghalaya state

No. Market Rate

N.H Circle,

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 5.600Km 7,01,69,099.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 5.600 Km 57,04,512.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.600Km 39,71,411.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 6.1102 Ha 60,851.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 11,51,32,635.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 11.00 nos 9,83,156.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 11.00 nos 56,36,518.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 11.00 nos 7,61,934.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 11.00 nos 44,72,290.00

10 Sub Head 7(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 1993.00mtr 1,43,05,654.00

11 Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item): 1993.00 mtr 12,89,59,697.00

12 Sub Head 8(A): Box Culvert 12.00 mtr width (Non-Sheduled Item): 1.00 Nos 7,07,673.00

13 Sub Head 8(B): Box Culvert 12.00 mtr width (Sheduled Item): 1.00 Nos 62,04,537.00

14 Sub Head 9(B): C C Drain (Sheduled Item): 4728.00 Mtr 70,67,840.00

15 Sub Head 10(B): IBB Road (Sheduled Item): 5.60 Km 2,71,65,499.00

16 Sub Head 11(B): Boundary Pillar for demargation of land (Sheduled Item): 112 Nos 67,872.00

SUB-TOTAL 9,26,32,028.00 29,87,39,150.00

GRAND TOTAL (A+B) 39,13,71,178.00

GRAND TOTAL (A+B) 39,13,71,178.00

Less Tax Component on Excise Duty & VAT @14.5% (-) 4,95,62,289.00

TOTAL 34,18,08,889.00

Adding Add GST @ 18%

(In compliance to Govt. notification no. 03/2022 dated. 13th July 2022 on new GST regime)

GRAND TOTAL 40,33,34,489.00

GRAND TOTAL 40,33,34,489.00

NBCC (India) Limited

(A Government of India Enterprise)

Name of the Work :- Construction of Border Fencing and Road along Indo-Bangladesh border from near BP No. 1286/13R (11.500) to BP No. 1293/18s(5.900) =

5.600 Km in West Jaintia Hills District, in Meghalaya state.

BILL OF QUANTITY

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 5.600 Km

1 MR Single Row Modular Fencing System (C-4 Type)

Providing and fixing factory made postof MS Circular Hollow Section (CHS) of grade YST 210-

240 as per IS 1161: 2014 having external diameter of 76.10 mm, thickness 4.0 mm medium

grade and having weight 7.11 kg/ meter with hot dip galvanised coating of minimum 360 GSM

on both side as per IS 476, IS 2629 and ASTM A123 ( as applicable) and thermoplastic powder Mtr 5600.00 12,382.83 6,93,43,865.00

coating of minimum thickness 250 microns as per coating standard EN 10245-1 and ISO 12944

(as applicable) of specified colour. the length of post shall be 3400 mm of which 2700 mm

above ground level and 700 mm in the concrete block, provided at a distance of 2.50 m centre

to centre placed in pre-determined holes either in cast - in- situ cement concrete block of

specified grade with 10 mm diameter 300 mm long mild steel anchor road tied with a wire at

bottom of post or in pre cast CC block of specified grade of required size fixed with specified

grade cementitious non shrink grout as per direction of engineer-in-charge. the cost of pre cast

or cast in C2 cement concrete block shall be paid for separately.

Coating Requirements:-

The modular fans manufacturer shall have a facility for surface preparation of ( blast clean

SA2.5) and surface treatment (7 tank or 10 tank process) for better longevity of the coating.

Type test Certificate should be provided by the fence manufacturer for the quality of powder

coating and thermoplastic coating during supply of fence materials. Type test certificate should

be from a government institution like Central Electrochemical Research Lab.

The fence manufacturer shall have a valid applicator certificate for thermoplastic powder

coating.

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Providing an erecting factory made high security welded wire mesh panels of size 2667 mm x

955 mm, weight 24.3 kg of each panel, having mesh size 76.2 mm x 12.7 mm produced by

electrical resistance welded galvanised wire of diameter 4.00 mm applicable and minimum 120

microns of thermosetting powder coating ( dual coated) as per IS 13871 of specified colour

including making 2 numbers V- shaped bends, each of depth 38 mm and width 150 mm, at an

angle of 100 ° in horizontal direction of the panel with overlapping of panel ( 75 mm overlap in

horizontal direction and 167 mm overlap in vertical directions). Fixing CHS post and wire mesh

panel shall be done by using omega clamp of size 180 mm x35 mmx 3mm with 2 nos. of 12

mm diameter holes and profile cover plates of size 180 mm x 50 mm x2.75 mm with two slots

for bolts using two numbers SS 304 mushroom head bolts with breakable heads safety nuts of

size M8 x 80 as per IS 8535-1987 and SS 304 washers of size 15.89 mm outer diameter, 8.38

mm inner diameter and 2.04 mm thick and 2 nos. of IP binders ( set of two plates)are used in

overlapping area of panels, made up of MS flat 25mm x 5 mm size and 160 mm alongwith 2

slots of 9 mm x 20 mm and fixed with 2 nos. SS 304 M8 x 35 mm size mushroom head bolts.

Omega Clamp and IP binders, both shall be made up of MS flat as per (Omega clamp IS 277

and IP binders IS 2062) wich shall be hot dip galvanised for minimum 360 GSM coating as per

IS 2629 and IS 4759 ( as applicable) and dual thermosetting powder coating of minimum 120

microns of specified colour all complete as per direction of engineer-in-charge. No extra cost

shall be paid for permissible overlapping of panel.

Coating Requirements:-

The modular fans manufacturer shall have a facility for surface preparation of ( blast clean

SA2.5) and surface treatment (7 tank or 10 tank process) for better longevity of the coating.

Type test Certificate should be provided by the fence manufacturer for the quality of powder

coating during supply of fence materials. Type test certificate should be from a government

institution like Central Electrochemical Research Lab.

MoRT&H Rate

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14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Providing and fixing factory made intermediate and straining Y -arms, consisting of MS angle 50

x 50x 5 mm as per IS 2062, each arm of length 510 mm angled at 120 ° having 3 nos. of slots

of 6 mm width at an angle of 45 ° and 12 mm diameter hole at the end of slot at a depth of 25

mm, wedded with (i) at top and at bottom with a cap consisting of 45 mm long sleeve of 83

mm outer diameter and 79 mm inner diameter of 2 mm thick MS plate in intermediate Y- arm

and (ii) a 3mm thick 63 mm outer diameter 100 mm long MS pipe welded with 76 mm

diameter 5 mm thick MS plate in straining Y- arm, having two sets of 14 mm diameter holes in

sleeve/ pipe for inserting SS 304 mushroom head bolts with breakable head safety nuts of size

M 8 x 120 mm. The Y- arms shall be hot dip galvanised coating of minimum 360 GSM as per IS

4759 and thermoplastic powder coating of minimum 250 microns as per coating standard EN

10245- I and ISO 12944 (as applicable) of specified colour. Intermediate Y- arm shall be

provided at 2.50 m centre to centre and straining Y- arm shall be provided at first post, every

16th post, last end post and corner post. Six numbers of 3.50 mm diameter SS- 304 Razor

wires as per IS 6911, of tensile strength of 1400-1500 N/ Sqm with SS 304 Tear Blades (TBBT)

of size 30 mm x 16 mm x 0.47 mm at 50 mm centre to centre in slots of Y- arms and tightened

using six SS 304 Eye bolts at every straining Y- arm. SS 304 Razor wire punched tape coil, wire

3.5 mm diameter as per IS 6911 of tensile strength 1400-1700 N/sqm, having diameter 850

mm of 56 loops stretchable length 10 m shall be spread over the six Razor tape wire and tied

with SS 304 hog rings of diameter 3 mm with minimum 8 numbers per meter length of fencing

complete as per direction of Engineer-in charge.

Coating requirements:-

The modular fans manufacturer shall have a facility for surface preparation of ( blast clean

SA2.5) and surface treatment (7 tank or 10 tank process) for better longevity of the coating.

Type test Certificate should be provided by the fence manufacturer for the quality of powder

coating and thermoplastic coating during supply of fence materials. Type test certificate should

be from a government institution like Central Electrochemical Research Lab.

The fence manufacturer shall have a valid applicator certificate for thermoplastic powder

coating.

(All raw materials of Fencing produce shall be strictly of makes of TATA/SAIL/RINL).

MoRT&H Rate

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14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

2 MR Providing & fixing MS square vertical posts for MS gate formed by welding two 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.

(All raw materials of Fencing produce shall be strictly of makes of TATA/SAIL/RINL).

3 MR Providing & fixing in position at site double leaf MS gate of overall size 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.

(g) 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.

(All raw materials of Fencing produce shall be strictly of makes of TATA/SAIL/RINL).

Sub-total 1 (A) (Non-Scheduled items) carried over to summary 7,01,69,099.00

Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item):5.600 Km

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

4 MR and shuttering -All up to plinth level:

1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal size) Cum 992.15 5,317.00 52,75,272.00

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

5 MR pavement)

a) Foundations, footings, bases for columns Sqm 1960.00 219.00 4,29,240.00

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 57,04,512.00

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.600 Km

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 744.13 5,337.00 39,71,411.00

Sub-total 2 (B) (Scheduled items) carried over to summary 39,71,411.00

Sub Head 3(B): Jungle Clearence (Sheduled Item): 6.1102Hactor

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 6.1102 9,959.00 60,851.00

Sub-total 3 (B) (Scheduled items) carried over to summary 60,851.00

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 capacity including

cutting and loading in trippers, trimming bottom and slide slopes, in a accordance with

8 103/3.6 requirements of lines, grades and cross sections, and transporting to the embankment location

within all lifts and lead upto 1000 meters.

Excavation in ordinary rock using Hadraulic Excavator CK-90 and Tippers with disposal upto

1000 metre .

Excavation for roadway in ordinary rock with hydraulic exacavator of 0.9 cum bucket capacity

9 301/3.7 including cutting and loading in tippers, transpoting to embankment site within all lifts and lead

upto 1000m, trimming bottom and side slopes in accordance with requirements of lines, grades

and cross section.

Construction of Embankment with material deposited from Roadway cutting:

Construction of embankment with approved materials deposited at site from drain and

10 305/1.37 foundation of other structures graded and compacted to meet requirement of Table 300-2

Sub-Total 4(B) (Scheduled items) carried over to summary 11,51,32,635.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 11.00 nos

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

and shuttering -All up to plinth level:

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

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

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

and shuttering -All up to plinth level:

12 MR 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 9,83,156.00

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 11.00 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 backfilling with approved material.

13 304/10.1 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

14 408/7.1 mechanically mixed, olaced in foundation and compacted by vibration including cuting for 14

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

1400/2200/1 techinical specification

A) Random Rubble Masonary Cum 962.72 3,966.00 38,18,148.00

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

16 2900/2.17 in Single Row.

1000 mm dia (Full pipe)

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

2706 & 2200 wallwith 100mm dia AC pipe, extending thriugh the full width of the structure with slope of 1V :

17 (Appendix 20H towards drawing foce. Complete as per drawing and techinical specification.

Sub-total 5 (B) (Scheduled items) carried over to summary 56,36,518.00

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 11.00 nos

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

and shuttering -All up to plinth level:

18 MR 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:

19 MR 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 7,61,934.00

Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 11.00 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 backfilling with approved material.

20 304/10.1 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 12.65 5,337.00 67,513.00

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

1400/2200/1 techinical specification

1.1 A) Random Rubble Masonary

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

23 2900/2.17 in Single Row.

1000 mm dia (Full pipe) metre 55.00 8,072.00 4,43,960.00

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

2706 & 2200 wallwith 100mm dia AC pipe, extending thriugh the full width of the structure with slope of 1V :

24 (Appendix 20H towards drawing foce. Complete as per drawing and techinical specification.

Sub-total 6 (B) (Scheduled items) carried over to summary 44,72,290.00

Sub Head 7(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 1993.00mtr

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

25 MR and shuttering -All up to plinth level:

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

Sub-total 7(A) (Non-Scheduled items) carried over to summary 1,43,05,654.00

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item):1993.00 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 backfilling with approved material.

26 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

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

1400/2200/1 techinical specification

1.1 A) Random Rubble Masonary

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

2706 & 2200 wallwith 100mm dia AC pipe, extending thriugh the full width of the structure with slope of 1V :

28 (Appendix 20H towards drawing foce. Complete as per drawing and techinical specification.

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

710.1.4 of less than 600mm with smaller size towards the soil and bigger size towards the wall and

29 IRC:78 and provided over the entire surface behind abutment, wing wall and return wall to the full height

2200 compacted to a firm condition complete as per drawing and techinical specification

Supplying, testing and installation of open weave jute geotextile (JGT) having overall weight

of 500gm/sqm, thickness 5mm, width 1220mm, tensile strength of 12kN/m both in warp and

weft direction on slopes of embankment dressed and cut to a stable gradient for control of

surface soil erosion, duly secured to sub-grade by U-shaped MS stapels (11gauge) at an

interval of 750mm providing side lapping of 100mm and horizontal lapping of 300mm as per

direction of the Engineeer complete.

Sub-total 7(B) (Scheduled items) carried over to summary 12,89,59,697.00

Sub Head 8(A): Box Culvert 12.00 mtr width(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 structrial steel etc. as

31 MR required.

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

Extra for providing mechanical device chain and crank operation for operating rolling shutters

32 MR Exceeding 10.00 sqm and upto 16.80 sqm in the area.

Sub-total 8(A) (Non-Scheduled items) carried over to summary 707673.00

MoRT&H Rate

Sl. (SOR 2013-

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 8(B): Box Culvert 12.00 mtr width (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 backfilling with approved material.

33 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

PCC 1:3:6 in Foundatin:

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

34 408/7.1 mechanically mixed, olaced in foundation and compacted by vibration including cuting for 14

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

1500, 1700 & specification

A. PCC Grade M15 (1:2:4)

Supplying Fitting and placing HYSD bar reinforcement in super-structure complete as per

36 1600/12.2 drawing and techinical specifrcation.

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

1500, 1700 & specification

2100/10.5 E. RCC Grade M25

Sub-total 8(B) (Scheduled items) carried over to summary 6204537.00

Sub Head 9(B): Drain (Sheduled Item): 4728.00Mtr

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 backfilling with approved material.

38 304.0/10.1 I. Ordinary Soil:

B. Mechanical Means

(i) Upto 3 m height

PCC 1:3:6 in Foundatin:

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

39 408/7.1 mechanically mixed, olaced in foundation and compacted by vibration including cuting for 14

days. Cum 1,276.56 5,337.00 68,13,001.00

Sub-total 9(B) (Scheduled items) carried over to summary 70,67,840.00

MoRT&H Rate

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14 N.H Description of Item Unit Quantity Amount

No. Cercle,

14 N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 10(B): IBB Road (Sheduled Item): 5.600 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

40 401/4.1 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per

clause 401)

ii) for grading- II Material Cum 3780.00 2242.00 8474760.00

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 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.

Grading- II 63mm to 45mm @ 0.91cum per 10 sqm for compacting thickness of 75mm.

Grading- III 53mm to 22.4mm @ 0.91cum per 10 sqm for compacting thickness of 75mm.

Tack Coat

Providing and applying tack coat with bitumen emulsion using emulsion pressure

43 503/5.2 distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface

cleand with mechinical broom.

(iv)Non bituminous surface @0.4kg/sqm

Close Graded Premix Surfaceing /Mixed Seal Surfaceing: Mechinical means using

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

Providing, laying and rolling of close-graded premix surfaceing material of 20mm

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

B) aggregates using penetration grade bitumin to the required line, grade and level to

serve as wearing course on a previously prepared base, including mixing in a suitable

plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing

to required level and grade.

Bitumen VG-10(80/100) Type A

Sub-total 10(B) (Scheduled items) carried over to summary 27165499.00

Sub Head 11(B): Boundary Pillar for demargation of land (Sheduled Item): 112 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design is per

45 806/8.14 IRC: 25-1967, fixed in position including finishing qnd lettering but excluding painting.

Sub-total 11(B) (Scheduled items) carried over to summary 67872.00