Construction of Border Fencing and Road along Indo-Bangladesh border from near BP No. 1277-12S to BP No. 1279-4S (1.80 Km), BP No. 1279-4S to BP No. 1280-2S (0.750 Km), BP No. 1282-12S to BP No. 1283-7S (1.425 Km) and No. 1283-7S to BP No. 1284-1S (0.725 Km) (Total - 4.700 Km) in West Jaintia Hills District, in Meghalaya state.

No. (SOR 2013-14 N.H

Rate (Rs.)

Circle, Megh)

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 4.700Km 5,91,62,088.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 4.700 Km 47,87,716.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 4.700 Km 33,33,149.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 3.68 Ha 36,688.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 1,74,40,042.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 9.00 nos 8,04,401.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 9.00 nos 46,11,697.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 9.00 nos 6,23,401.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 9.00 nos 36,59,147.00

10 Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 150.00mtr 6,81,905.00

11 Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 150.00 mtr 40,29,225.00

12 Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 125.00mtr 16,15,039.00

13 Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item): 125.00 mtr 1,44,76,302.00

14 Sub Head 9(A): Box Culvert 3.0 m x 3.0 m mtr width (Non-Sheduled Item): 7.00 Nos 716491.00

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

16 Sub Head 10(A): Box Culvert 6.0 m x 6.0 m mtr width (Non-Sheduled Item): 2.00 Nos 8,71,201.00

17 Sub Head 10(B): Box Culvert 6.0 m x 6.0 m mtr width (Sheduled Item): 2.00 Nos 1,21,44,888.00

18 Sub Head 11(A): Bailey Bridge (Non-Sheduled Item): 1.00 Nos 68,14,923.00

19 Sub Head 11(A): Bailey Bridge (Sheduled Item): 1.00 Nos 1,07,40,146.00

20 Sub Head 12(B): C C Drain (Sheduled Item): 2700.00 Mtr 40,36,203.00

21 Sub Head 13(B): IBB Road (Sheduled Item): 4.70 Km 2,27,99,616.00

22 Sub Head 14(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 66 Nos 39,996.00

SUB-TOTAL 7,12,89,449.00 12,12,01,202.00

GRAND TOTAL (A+B) 19,24,90,651.00

GRAND TOTAL (A+B) 19,24,90,651.00

Less Tax Component on Excise Duty & VAT @14.5% 2,43,76,545.32

TOTAL (Texable Value) 16,81,14,105.68

Adding Add GST @ 18%

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

GRAND TOTAL 19,83,74,645.00

GRAND TOTAL 19,83,74,645.00

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. 1277/12S to BP No. 1279/4s = 1.80 Km,

(Total = 4.700 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): 4.700 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 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. Mtr 4700.00 12,382.83 5,81,99,315.00

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

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 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

Sl. (SOR 2013-

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 Nos 7.00 96,211.00 6,73,477.00

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

(All raw materials of Fencing produce shall be strictly of makes of

TATA/SAIL/RINL). Nos 14.00 20,664.00 2,89,296.00

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-total 1 (A) (Non-Scheduled items) carried over to summary 5,91,62,088.00

Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item):4.700 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 1645.00 219.00 3,60,255.00

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 47,87,716.00

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): 4.700 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 624.54 5,337.00 33,33,149.00

Sub-total 2 (B) (Scheduled items) carried over to summary 33,33,149.00

Sub Head 3(B): Jungle Clearence (Sheduled Item): 3.68Hactor

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 3.68 9,959.00 36,688.00

Sub-total 3 (B) (Scheduled items) carried over to summary 36,688.00

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.

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 4,550.00 183.00 8,32,650.00

Sub-Total 4(B) (Scheduled items) carried over to summary 1,74,40,042.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 9.00 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)

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-total 5 (A) (Non-Scheduled items) carried over to summary 8,04,401.00

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 9.00 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

13 304/10.1 bottom and 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 50.22 5,337.00 2,68,024.00

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

15 drawing and techinical specification

A) Random Rubble Masonary Cum 787.68 3,966.00 31,23,939.00

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 135.00 8,072.00 10,89,720.00

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 137.70 508.00 69,952.00

Sub-total 5 (B) (Scheduled items) carried over to summary 46,11,697.00

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 9.00 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 6,23,401.00

Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 9.00 nos

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

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

20 304/10.1 bottom and 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 10.35 5,337.00 55,238.00

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

22 drawing and techinical specification

A) Random Rubble Masonary Cum 787.68 3,966.00 31,23,939.00

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 45.00 8,072.00 3,63,240.00

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 137.70 508.00 69,952.00

Sub-total 6 (B) (Scheduled items) carried over to summary 36,59,147.00

Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 150.00mtr

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 6,81,905.00

Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 150.00 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

26 304/10.1 bottom and backfilling 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

27 drawing and techinical specification

A) Random Rubble Masonary Cum 982.50 3,966.00 38,96,595.00

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

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 150.00 508.00 76,200.00

Sub-total 7(B) (Scheduled items) carried over to summary 40,29,225.00

Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 225.00mtr

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 16,15,039.00

Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item):225.00 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

30 304/10.1 bottom and backfilling 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 3,384.00 3,966.00 1,34,20,944.00

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 225.00 508.00 1,14,300.00

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

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

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

condition complete as per drawing and techinical specification

Sub-total 8(B) (Scheduled items) carried over to summary 1,44,76,302.00

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

34 MR structrial steel etc. as required.

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

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

Extra for providing mechanical device chain and crank operation for operating

35 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

36 304/10.1 bottom and backfilling 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

38 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

40 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): Box Culvert 6.0 x 6.00 mtr(Non-Sheduled Item): 2.00 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

41 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

42 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 30.60 803.00 24,572.00

Sub-total 10(A) (Non-Scheduled items) carried over to summary 8,71,201.00

Sub Head 10(B): Box Culvert 6.0 x 6.00 mtr(Sheduled Item): 2.00 Nos

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

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

43 304/10.1 bottom and backfilling 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 114.12 5,337.00 6,09,058.00

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

45 and techinical specification

A. PCC Grade M15 (1:2:4) MT 75.08 6,114.00 4,59,039.00

Supplying Fitting and placing HYSD bar reinforcement in super-structure

complete as per drawing and techinical specifrcation. Cum 67.40 94,117.00 63,43,486.00

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

47 and techinical specification

E. RCC Grade M25 606.52 7,666.00 46,49,582.00

Sub-total 10(B) (Scheduled items) carried over to summary 1,21,44,888.00

Sub Head 11(A): Bailey Bridge (Non-Sheduled Item): 1.00 Nos

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

48 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

49 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

50 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

For Wing Wall:-

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

51 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

52 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 11(A) (Non-Scheduled items) carried over to summary 68,14,923.00

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 11(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

53 304/10.1 bottom and backfilling 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

54 304/10.1 bottom and backfilling with approved material.

II. Ordinary Rock: (not required blasting)

B. Mechanical Means

(iii) Depth upto 3 mtr

Clearing Grass and Removal of Rubbish:

55 201/2.2 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

58 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

60 2500/7.14 Dry boulder pitching in flooring Cum 1,179.00 1,094.00 12,89,826.00

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

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 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

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

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

condition complete as per drawing and techinical specification

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

63 304/10.1 bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

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

64 IRC:78 and and techinical specification.

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

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

65 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

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

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

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

condition complete as per drawing and techinical specification

68 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 12(B): Drain (Sheduled Item): 2700.00Mtr

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

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

69 304.0/10.1 bottom and backfilling 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 729.00 5,337.00 38,90,673.00

Sub-total 12(B) (Scheduled items) carried over to summary 40,36,203.00

Sub Head 13(B): IBB Road (Sheduled Item): 4.700KM

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 3172.50 2242.00 7112745.00

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

72 404/4.9 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 1706.10 2605.00 4444391.00

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

75mm. Cum 1283.10 2694.00 3456671.00

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

of 75mm. Cum 1283.10 3035.00 3894209.00

Tack Coat

Providing and applying tack coat with bitumen emulsion using emulsion pressure

73 503/5.2 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 Sqm 14100.00 26.00 366600.00

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

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)

74 512/5.10 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 Sqm 14100.00 250.00 3525000.00

Sub-total 13(B) (Scheduled items) carried over to summary 22799616.00

Sub Head 14(B): Boundary Pillar for demargation of land (Sheduled Item): 112 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design is

75 806/8.14 per IRC: 25-1967, fixed in position including finishing qnd lettering but excluding

painting. Each 66.00 606.00 39996.00

Sub-total 14(B) (Scheduled items) carried over to summary 39996.00