Construction of Border Fencing and Road along Indo-Bangladesh border from near BP No. 1295-1s to BP No. 1299-M : 4.075 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): 4.075Km 5,10,10,200.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 4.075 Km 41,51,052.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 4.075Km 28,89,911.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 4.4087 Ha 43,906.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 1,31,78,896.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 8.00 nos 7,15,023.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 8.00 nos 40,99,287.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 8.00 nos 5,54,134.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 8.00 nos 32,52,574.00

10 Sub Head 7(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 650.00mtr 46,65,668.00

11 Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item): 650.00 mtr 4,20,59,108.00

12 Sub Head 8(A): Box Culvert 3.0m x 3.0m (Non-Sheduled Item): 5.00 Nos 5,11,780.00

13 Sub Head 8(B): Box Culvert 3.0m x 3.0m (Sheduled Item): 5.00 Nos 1,36,18,847.00

14 Sub Head 9(A): Box Culvert 6.0m x 6.0m (Non-Sheduled Item): 1.00 Nos 4,35,600.00

15 Sub Head 9(B): Box Culvert 6.0m x 6.0m (Sheduled Item): 1.00 Nos 60,72,445.00

16 Sub Head 10(B): C C Drain (Sheduled Item): 3480.00 Mtr 52,02,217.00

17 Sub Head 11(B): IBB Road (Sheduled Item): 4.075 Km 1,97,67,752.00

18 Sub Head 12(B): Boundary Pillar for demargation of land (Sheduled Item): 82.00 Nos 49,692.00

SUB-TOTAL 6,20,43,457.00 11,02,34,635.00

GRAND TOTAL (A+B) 17,22,78,092.00

GRAND TOTAL (A+B) 17,22,78,092.00

Less Tax Component on Excise Duty & VAT @14.5% 2,18,16,876.28

TOTAL (Texable Value) 15,04,61,215.72

Adding Add GST @ 18%

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

GRAND TOTAL 17,75,44,235.00

GRAND TOTAL 17,75,44,235.00

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. 1295/1s to BP No. 1299/M =

4.075Km 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): 4.075 Km

1 MR Single Row Modular Fencing System (C-4 Type) Mtr 4075.00 12,382.83 5,04,60,044.00

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 MS angle Nos 4.00 96,211.00 3,84,844.00

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 Nos 8.00 20,664.00 1,65,312.00

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 5,10,10,200.00

Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 4.075

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) Cum 721.97 5,317.00 38,38,703.00

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

5 MR work (for pavement)

a) Foundations, footings, bases for columns Sqm 1426.25 219.00 3,12,349.00

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 41,51,052.00

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): 4.075 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 541.49 5,337.00 28,89,911.00

Sub-total 2 (B) (Scheduled items) carried over to summary 28,89,911.00

Sub Head 3(B): Jungle Clearence (Sheduled Item): 4.4087Hactor

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 4.4087 9,959.00 43,906.00

Sub-total 3 (B) (Scheduled items) carried over to summary 43,906.00

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.

Sub-Total 4(B) (Scheduled items) carried over to summary 1,31,78,896.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 8.00 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) Cum 108.64 5,317.00 5,77,639.00

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) Cum 24.32 5,649.00 1,37,384.00

Sub-total 5 (A) (Non-Scheduled items) carried over to summary 7,15,023.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

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

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 8.00 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

12 304/10.1 and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth Cum 693.36 77.00 53,389.00

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 44.64 5,337.00 2,38,244.00

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

14 drawing and techinical specification

A) Random Rubble Masonary Cum 700.16 3,966.00 27,76,835.00

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on

15 2900/7.17 1st class Bedding in Single Row.

1000 mm dia (Full pipe) RM 120.00 8,072.00 9,68,640.00

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

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

16 (Appendix

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

drawing and techinical specification. Each 122.40 508.00 62,179.00

Sub-total 5 (B) (Scheduled items) carried over to summary 40,99,287.00

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 8.00 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) Cum 90.96 5,317.00 4,83,634.00

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) Cum 12.48 5,649.00 70,500.00

Sub-total 6(A) (Non -Scheduled items) carried over to summary 5,54,134.00

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): 8.00 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

19 304/10.1 and 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

20 408/7.1 nominal size mechanically mixed, olaced in foundation and compacted by

vibration including cuting for 14 days. Cum 9.20 5,337.00 49,100.00

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

21 drawing and techinical specification

A) Random Rubble Masonary Cum 700.16 3,966.00 27,76,835.00

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on

22 2900/7.17 1st class Bedding in Single Row.

1000 mm dia (Full pipe) metre 40.00 8,072.00 3,22,880.00

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

(Appendix

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

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

drawing and techinical specification. Each 122.40 508.00 62,179.00

Sub-total 6 (B) (Scheduled items) carried over to summary 32,52,574.00

Sub Head 7(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 650.00mtr

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) Cum 877.50 5,317.00 46,65,668.00

Sub-total 7(A) (Non-Scheduled items) carried over to summary 46,65,668.00

Sub Head 7(B): Retaining Wall 5.60 mtr height (Sheduled Item):650.00 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

25 304/10.1 and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m Cum 4,387.50 88.00 3,86,100.00

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

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

26 drawing and techinical specification

A) Random Rubble Masonary Cum 9,776.00 3,966.00 3,87,71,616.00

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

2706 & 2200 wing wall/return wallwith 100mm dia AC pipe, extending thriugh the full width

27 (Appendix

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

drawing and techinical specification. Each 650.00 508.00 3,30,200.00

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

aggregates satisfying the requirements laid down in Clause 2504.2.2 of

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

28 IRC:78 and towards 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

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

29 MR 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 4,20,59,108.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

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

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub Head 8(A): Box Culvert 3.00 x 3.00 mtr(Non-Sheduled Item):5.00 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

30 MR using structrial steel etc. as required.

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

works. Kg 4,831.50 102.56 4,95,519.00

Extra for providing mechanical device chain and crank operation for operating

31 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 20.25 803.00 16,261.00

Sub-total 8(A) (Non-Scheduled items) carried over to summary 5,11,780.00

Sub Head 8(B): Box Culvert 3.00 x 3.00 mtr(Sheduled Item): 5.00 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

32 304/10.1 and 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

33 408/7.1 size mechanically mixed, olaced in foundation and compacted by vibration including

cuting for 14 days. Cum 175.70 5,337.00 9,37,711.00

Plane/Reinforced Cement Concrete in open foundation complete as per

34 drawing and techinical specification

A. PCC Grade M15 (1:2:4) Cum 98.65 6,114.00 6,03,146.00

Supplying Fitting and placing HYSD bar reinforcement in super-structure

complete as per drawing and techinical specifrcation. MT 65.90 94,117.00 62,02,310.00

Plane/Reinforced Cement Concrete in open foundation complete as per

36 drawing and techinical specification

E. RCC Grade M25 Cum 748.85 7,666.00 57,40,684.00

Sub-total 8(B) (Scheduled items) carried over to summary 1,36,18,847.00

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 6.0 x 6.00 mtr(Non-Sheduled Item): 1.00 Nos

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

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

37 MR using structrial steel etc. as required.

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

works. Kg 4,127.48 102.56 4,23,314.00

Extra for providing mechanical device chain and crank operation for operating

38 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 15.30 803.00 12,286.00

Sub-total 9(A) (Non-Scheduled items) carried over to summary 4,35,600.00

Sub Head 9(B): Box Culvert 6.0 x 6.00 mtr(Sheduled Item): 1.00 Nos

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

techinical specification, including setting out, construction of shoring and

bracing, removal of stumps and other deleterious matter, dressing of sides

39 304/10.1 and 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 57.06 5,337.00 3,04,529.00

Plane/Reinforced Cement Concrete in open foundation complete as per

41 drawing and techinical specification

A. PCC Grade M15 (1:2:4) MT 37.54 6,114.00 2,29,520.00

Supplying Fitting and placing HYSD bar reinforcement in super-structure

complete as per drawing and techinical specifrcation. Cum 33.70 94,117.00 31,71,743.00

Plane/Reinforced Cement Concrete in open foundation complete as per

43 drawing and techinical specification

E. RCC Grade M25 303.26 7,666.00 23,24,791.00

Sub-total 9(B) (Scheduled items) carried over to summary 60,72,445.00

Sub Head 10(B): Drain (Sheduled Item): 3480.00Mtr

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

44 304.0/10.1 and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(i) Upto 3 m height Cum 2,436.00 77.00 1,87,572.00

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

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 939.60 5,337.00 50,14,645.00

Sub-total 10(B) (Scheduled items) carried over to summary 52,02,217.00

Sub Head 11(B): IBB Road (Sheduled Item): 4.075 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,

46 401/4.1 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

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

47 404/4.9 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. Cum 1479.23 2605.00 3853381.00

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

of 75mm. Cum 1112.48 2694.00 2997008.00

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

thickness of 75mm. Cum 1112.48 3035.00 3376362.00

Tack Coat

Providing and applying tack coat with bitumen emulsion using emulsion pressure

48 503/5.2 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 -

49 512/5.10 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 Sqm 12225.00 250.00 3056250.00

MoRT&H Rate

(SOR 2013- MoRT&H (SOR

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

No. Cercle, Cercle,

Megh)/MR Megh)/MR

Sub-total 11(B) (Scheduled items) carried over to summary 19767752.00

Sub Head 12(B): Boundary Pillar for demargation of land (Sheduled Item): 82.00 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design

50 806/8.14 is per IRC: 25-1967, fixed in position including finishing qnd lettering but

excluding painting. Each 82.00 606.00 49692.00

Sub-total 12(B) (Scheduled items) carried over to summary 49692.00