Construction of Border Fencing and Road along Indo-Bangladesh border from near BP No. 1284-5s to BP No. 1286-13R : 5.30 Km in West Jaintia Hills District, in Meghalaya state.

No. MoRT&H (SOR 2013-14

N.H Circle, Megh)

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 5.300Km 6,63,16,710.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 5.300 Km 53,98,913.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.300 Km 37,58,657.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 5.83 Ha 58,061.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 2,34,89,686.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 10.00 nos 8,93,779.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 10.00 nos 51,24,108.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 10.00 nos 6,92,667.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 10.00 nos 40,65,718.00

10 Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 930.00mtr 42,27,813.00

11 Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 930.00 mtr 2,49,81,195.00

12 Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 50.00mtr 3,58,898.00

13 Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item): 50.00 mtr 32,35,316.00

14 Sub Head 9(A): Box Culvert 3.0m x 3.0m (Non-Sheduled Item): 7.00 Nos 7,16,491.00

15 Sub Head 9(B): Box Culvert 3.0m x 3.0m (Sheduled Item): 7.00 Nos 1,90,66,387.00

16 Sub Head 10(A): Bailley Bridge (Non-Sheduled Item): 1.00 Nos 68,14,923.00

17 Sub Head 10(B): Bailley Bridge (Sheduled Item): 1.00 Nos 1,07,40,146.00

18 Sub Head 11(B): C C Drain (Sheduled Item): 4725.00 Mtr 70,63,356.00

19 Sub Head 12(B): IBB Road (Sheduled Item): 5.300 Km 2,57,10,206.00

20 Sub Head 13(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 106 Nos 64,236.00

SUB-TOTAL 8,54,20,194.00 12,73,57,072.00

GRAND TOTAL (A+B) 21,27,77,266.00

GRAND TOTAL (A+B) 21,27,77,266.00

Less Tax Component on Excise Duty & VAT @14.5% 2,69,45,592.64

TOTAL (Taxable Value) 18,58,31,673.36

Adding Add GST @ 18%

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

GRAND TOTAL 21,92,81,374.00

GRAND TOTAL 21,92,81,374.00

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. 1284/5s(16.800) to BP No. 1286/13R

(11.500)) = 5.30Km in West Jaintia Hills District, in Meghalaya state.

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): 5.30 Km

1 MR Single Row Modular Fencing System (C-4 Type) Mtr 5300.00 12,382.83 6,56,29,015.00

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 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

(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 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

(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 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

(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 Nos 5.00 96,211.00 4,81,055.00

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).

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

3 MR Providing & fixing in position at site double leaf MS gate of overall size Nos 10.00 20,664.00 2,06,640.00

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.

(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

(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 6,63,16,710.00

Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item):5.30 Km

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 1855.00 219.00 4,06,245.00

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 53,98,913.00

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 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.30 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 704.26 5,337.00 37,58,657.00

Sub-total 2 (B) (Scheduled items) carried over to summary 37,58,657.00

Sub Head 3(B): Jungle Clearence (Sheduled Item): 5.83 Hactor

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 5.83 9,959.00 58,061.00

Sub-total 3 (B) (Scheduled items) carried over to summary 58,061.00

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 184232.57 74.00 1,36,33,210.00

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

9 301/3.7 bucket capacity 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 foundation of other structures graded and compacted to meet requirement of

Table 300-2 Cum 26,175.30 183.00 47,90,080.00

Sub-Total 4(B) (Scheduled items) carried over to summary 2,34,89,686.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 10.00 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

12 MR of centering and shuttering -All up to plinth level:

1:4:8 (1cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size) Cum 30.40 5,649.00 1,71,730.00

Sub-total 5 (A) (Non-Scheduled items) carried over to summary 8,93,779.00

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 10.00 nos

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

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

13 304/10.1 with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth Cum 866.70 77.00 66,736.00

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 55.80 5,337.00 2,97,805.00

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

15 drawing and techinical specification

A) Random Rubble Masonary Cum 875.20 3,966.00 34,71,043.00

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

16 2900/7.17 class Bedding in Single Row.

1000 mm dia (Full pipe)

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 153.00 508.00 77,724.00

Sub-total 5 (B) (Scheduled items) carried over to summary 51,24,108.00

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 10.00 nos

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

18 MR 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

19 MR 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 6,92,667.00

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 6(B): Pipe Culvert for Fence (Sheduled Item): 10.00 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

20 304/10.1 with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth Cum 675.00 77.00 51,975.00

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 11.50 5,337.00 61,376.00

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

22 drawing and techinical specification

A) Random Rubble Masonary Cum 875.20 3,966.00 34,71,043.00

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

23 2900/7.17 class Bedding in Single Row.

metre 50.00 8,072.00 4,03,600.00

1000 mm dia (Full pipe)

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

(Appendix

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

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

drawing and techinical specification. Each 153.00 508.00 77,724.00

Sub-total 6 (B) (Scheduled items) carried over to summary 40,65,718.00

Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 930.00mtr

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)

Sub-total 7(A) (Non-Scheduled items) carried over to summary 42,27,813.00

Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 930.00 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

26 304/10.1 with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m Cum 3,975.75 88.00 3,49,866.00

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

27 drawing and techinical specification

A) Random Rubble Masonary Cum 6,091.50 3,966.00 2,41,58,889.00

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

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

(Appendix

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

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

drawing and techinical specification. Each 930.00 508.00 4,72,440.00

Sub-total 7(B) (Scheduled items) carried over to summary 2,49,81,195.00

Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 50.00mtr

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)

Sub-total 8(A) (Non-Scheduled items) carried over to summary 3,58,898.00

Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item):50.00 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

30 304/10.1 with approved material.

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

31 drawing and techinical specification

A) Random Rubble Masonary Cum 752.00 3,966.00 29,82,432.00

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

(Appendix

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

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

drawing and techinical specification. Each 50.00 508.00 25,400.00

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

aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH

33 IRC:78 and specifications to a thickness of not less than 600mm with smaller size towards the

2200 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 techinical specification Cum 168.00 1,068.00 1,79,424.00

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

34 MR 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. Sqm 360.00 51.00 18,360.00

Sub-total 8(B) (Scheduled items) carried over to summary 32,35,316.00

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 9(A): Box Culvert 3.00 x 3.00 mtr(Non-Sheduled Item):7.00 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

35 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

36 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 28.35 803.00 22,765.00

Sub-total 9(A) (Non-Scheduled items) carried over to summary 7,16,491.00

Sub Head 9(B): Box Culvert 3.00 x 3.00 mtr(Sheduled Item): 7.00 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

37 304/10.1 with approved material.

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

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

14 days. Cum 245.98 5,337.00 13,12,795.00

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

39 and techinical specification

A. PCC Grade M15 (1:2:4) Cum 138.11 6,114.00 8,44,405.00

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

as per drawing and techinical specifrcation. MT 92.26 94,117.00 86,83,234.00

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

41 and techinical specification

E. RCC Grade M25 Cum 1,048.39 7,666.00 80,36,958.00

Sub-total 9(B) (Scheduled items) carried over to summary 1,90,66,387.00

Sub Head 10(A): Bailey Bridge (Non-Sheduled Item): 1.00 Nos

Filling available excavated earth (excluding rock) in trenches, plinth, sides of

42 MR foundations, etc. in layers not exceeding 20 cm in depth: consolidating each

deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m Cum 122.05 117.00 14,280.00

Providing and laying in position cement concrete as specification in footings and

43 MR basesfor columns, excluding the cost of centring and shuttering.

1:4:8(1 cement:4 sand :8 graded stone aggregate 40mm nominal.) Cum 10.37 5,649.00 58,580.00

Providing and laying in position cement concrete as specification in footings and

44 MR basesfor columns, excluding the cost of centring and shuttering.

1:5:10 (1 cement:5 sand :10 graded stone aggregate 40mm nominal.) Cum 41.22 5,317.00 2,19,167.00

45 For Wing Wall:-

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 and laying in position cement concrete as specification in footings and

46 MR basesfor columns, excluding the cost of centring and shuttering.

1:5:10 (1 cement:5 sand :10 graded stone aggregate 40mm nominal.) Cum 23.71 5,317.00 1,26,066.00

Steel Work for Balley Bridge:

Providing and fixing of components for steel frame structure of Bailley Bridge

including fabrication, transportation to site and launching by suitable crane

47 MR complete in al respect including 2 coats of primer and one coat of anti corbonation

paint of approved make and shade. 10.25.2 In gratings, frames, guard bar,

ladder, railings, brackets, gates and similar works Nos 1.00 63,96,830.00 63,96,830.00

Sub-total 10(A) (Non-Scheduled items) carried over to summary 68,14,923.00

Sub Head 10(B): Bailey Bridge (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

48 304/10.1 with approved material.

I. Ordinary Soil:

B. Mechanical Means

(iii) Depth above 6 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

49 304/10.1 with approved material.

II. Ordinary Rock: (not required blasting)

B. Mechanical Means

(iii) Depth upto 3 mtr

Clearing Grass and Removal of Rubbish:

50 201/2.2 Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery

of the area. Hactor 1.21 9,959.00 12,050.00

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

2100 / 10.5 and techinical specification

A. PCC Grade M15 (1:2:4) Cum 0.97 6,114.00 5,931.00

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 2.05 5,337.00 10,941.00

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

53 and techinical specification

E. RCC Grade M25 Cum 319.00 7,666.00 24,45,454.00

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

as per drawing and techinical specifrcation. MT 29.40 94,117.00 27,67,040.00

55 2500/7.14 Dry boulder pitching in flooring Cum 1,179.00 1,094.00 12,89,826.00

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

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

2706 & wing wall/return wallwith 100mm dia AC pipe, extending thriugh the full width of

2200/11.3 the structure with slope of 1V : 20H towards drawing foce. Complete as per

drawing and techinical specification. Each 150.00 508.00 76,200.00

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

aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH

57 IRC:78 and specifications to a thickness of not less than 600mm with smaller size towards the

2200 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 techinical specification Cum 103.58 1,068.00 1,10,623.00

For Wing Wall:-

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

58 304/10.1 with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

710.1.4 ofBack filling behind abutment, wing wall and return wall complete as per drawing

59 IRC:78 and and techinical specification.

2200 / 11.4A. Graunlar Material Cum 45.00 1,576.00 70,920.00

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

60 drawing and techinical specification

A) Random Rubble Masonary Cum 486.00 3,966.00 19,27,476.00

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

(Appendix

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

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

drawing and techinical specification. Each 125.00 508.00 63,500.00

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

aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH

62 IRC:78 and specifications to a thickness of not less than 600mm with smaller size towards the

2200 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 techinical specification Cum 677.95 1,068.00 7,24,051.00

63 2500/7.14 Dry boulder pitching in flooring Cum 925.00 1,094.00 10,11,950.00

Sub-total 11(B) (Scheduled items) carried over to summary 1,07,40,146.00

Sub Head 11(B): Drain (Sheduled Item): 4725.00Mtr

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

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

64 304.0/10.1 with approved material.

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 mechanically mixed, olaced in foundation and compacted by vibration

including cuting for 14 days. Cum 1,275.75 5,337.00 68,08,678.00

Sub-total 11(B) (Scheduled items) carried over to summary 70,63,356.00

Sub Head 12(B): IBB Road (Sheduled Item): 5.300 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 3577.50 2242.00 8020755.00

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

67 404/4.9 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 1923.90 2605.00 5011760.00

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

75mm. Cum 1446.90 2694.00 3897949.00

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

of 75mm. Cum 1446.90 3035.00 4391342.00

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

68 503/5.2 cleand with mechinical broom.

(iv)Non bituminous surface @0.4kg/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

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

69 512/5.10 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 12(B) (Scheduled items) carried over to summary 2,57,10,206.00

Sub Head 14(B): Boundary Pillar for demargation of land (Sheduled Item): 106 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design is

70 806/8.14 per IRC: 25-1967, fixed in position including finishing qnd lettering but excluding

painting. Each 106.00 606.00 64236.00

Sub-total 14(B) (Scheduled items) carried over to summary 64236.00