Construction of Border Fencing and Road along Indo-Bangladesh border from near BP No. 1299-M to BP No. 1301-4s TOTAL 5.837 Km in Meghalaya

No. Market Rate

Circle, Megh)

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 5.837Km 66458027.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 5.837 Km 5405396.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.837Km 4139487.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 6.42 Ha 63944.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 34503723.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 5.00 nos 406263.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 5.00 nos 2562054.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 5.00 nos 314849.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 5.00 nos 2032860.00

10 Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 2250.00mtr 9298708.00

11 Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 2250.00 mtr 60438375.00

12 Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 75.00mtr 489406.00

13 Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item): 75.00 mtr 4852974.00

14 Sub Head 9(A): Box Culvert 3.0m x 3.0m (Non-Sheduled Item): 4.00 Nos 372203.00

15 Sub Head 9(B): Box Culvert 3.0m x 3.0m (Sheduled Item): 4.00 Nos 10895078.00

16 Sub Head 10(A): Box Culvert 6.0m x 6.0m (Non-Sheduled Item): 1.00 Nos 396000.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

Schedule

Non-schedule

SL. Cost as per

Description of Sub - Head MoRT&H (SOR

No. Market Rate

Circle, Megh)

17 Sub Head 10(B): Box Culvert 6.0m x 6.0m (Sheduled Item): 1.00 Nos 6072445.00

18 Sub Head 11(B): C C Drain (Sheduled Item): 2199.00 Mtr 3287263.00

19 Sub Head 12(B): IBB Road (Sheduled Item): 5.837 Km 28315183.00

20 Sub Head 13(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 116.00 Nos 70296.00

SUB-TOTAL 83140852.00 157233682.00

GRAND TOTAL (A+B) 24,03,74,534.00

GRAND TOTAL (A+B) 24,03,74,534.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

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. 1299/M to BP No.

1301/4s (TOTAL = 5.837 Km) in West Jaintia Hills District, in Meghalaya state.

BILL OF QUANTITY

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 5.837 Km

1 MR Providing and fixing high security 3.06m (2.70m high CHS post above ground

+ 0.36m high Y arms on post) high 358 weld mesh fencing as per specified

drawing as complete as per direction of Engineer in-charge consisting of

following items: Mtr 5837.00 11,257.12 6,57,07,815.00

Providing and fixing Circular Hollow Section (CHS) Post having external dia of

76.10mm, thickness 3.60mm having minimum weight of 6.44kg/metre with

hot dip galvonised coating of minimum 360 GSM as per IS 2629/IS

4759/ASTMA 123/IS 4736 and thermoplast powder coating of minimum 200-

250 microns of colour RAI 6005, total length of post 3.40 m provided at

2.5mtr centre to centre using 10mm dia and 300mm long MS anchor rod tied

with the post at the bottom with wire with 700mm embeded in cement

concrete block of required size as per drawing

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Providing and fixing Straining Y arm, for supporting concertina coil, as per

specified drawing made up of MS angle 50x50x5mm, one arm length 510mm,

welded as mention in drawing, with hot dip galvonised coating of minimum

360 GSM as per IS 2629/IS 4759/ASTMA 123/IS 4736 and thermoplast

powder coating of minimum 200-250 microns of colour RAL 6005 fitted to CHS

Post with proper sleeve caps (cap of 63mm external dia for straighting Y arm

being provided at every 30 mtr of size and fixing arangement of caps with two

nos. SS mushroom heads bolt with breakble head safety nut (M8X 120) to be

provided as per attached drawings) made of 3mm thick 63mm OD 100mm

long pipe welded to 76mm dia 5mm thick plate and with hot dip galvonised

coating of minimum 360 GSM as per IS 629/IS 4759/ASTMA 123/IS 4736 and

thernsplast powder coating of minimum 200 to 250 microns of colour RAL

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

specified drawing made up of MS angle 40x40x4mm, one arm each 510mm,

welding as mentioned in drawing, with hot dip galvonised coating of minimum

200 to 250 micron of colour RAL 6005 fitted to CHS post with proper sleeve

caps (cap of 83mm outer dia, 79mm inner dia for intermidiate Y arms being

provided at every 2.5 metre of size, shape and fixing arrangement of caps

with two numbers SS mushroom head bolts with breakable head safety nuts

(M8X120) to be provided as per attached drawings) made of 2mm thick plate

and with hot dip galvonised coating of minimum 360 GSM as per IS 2629/IS

4759/ASTM A123/IS 4736 and thermoplast powder coating of minimum 200

to 250 microns of colour RAL 6005.

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Providing & fixing High secutity weld mesh panel, wire mesh panel size

2667x950 mm, weight 9.59Kg/sqm having Mesh wire diameter 4.00mm(+/-

0.05mm), mesh size 12.7 x 76.20 mm with zinc coating on wire 40-50GSM

and minimum 160 microns of powder coating (Duel coated) of colour RAL

6005, produced by electrical resistance galvonized wires and subsiquentely

powder coated that are reinforced by means V - shape in horizental direction

of the panal of size, as shown in the drawing including overlaping of panal (50-

60mm over lap in horizental direction and 100-120mm overlap in vertical

direction) including fixing of with 7 OMEGA clamps of size

180mmx35mmx3mm and profile plate of size 180mmx50.20mmx2.75mm

using 2 numbers SS mushroom head bolts with breakble head safety nuts

(M8x60) and washer for fixing the mesh to the CHS post all complete as per

attached drawings, as per manufacture specification and as directed by

Engineer in-charge. GI wire should be manufactured from wire rods rolled

only from secondary refined steel (at least LRF treated). Wire rods should

strictly conform with the requirements of IS 7887 and IS 280.Only hot dip

galvanized wire should be used in making the fencing product.

Electrogalvanized wire shall not be used, as it does not have an alloy layer

essential for corrosion resistance. Zn used for galvanizing should be of at least

99.95% purity for better corrosion resistance. Secondary refined Zn should

not be used. In the galvanizing process, the Zn bath should be free from

addition of lead, to prevent lowering of corrosion resistance properties in wire.

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Providing and fixing OMEGA clamp of size 180mmx35mmx3mm and profile

plate of size of 180mmx50.20mmx2.75mm of sharp as per manufacture

specification and attached drawing made with MS plate /flat and hot dip

galvonised coating of minimum 360 GSM as per IS 2629/IS 4759/ASTM

A123/IS 4736 and thermoplast powder coating of minimum 200 to 250

microns of colour RAL 6005 using two numbers SS mushroom head bolts with

breakible heads safety nuts (M8X60) and washers for fixing the mesh to the

CHS post all complete as per attached drawings, as per manufacture

specification and as directed by Engineer in-charge.

Providing and fixing 6 nos Razor wire of Tear Blade profile (3 nos fixed to each

arm of Straining & intermediate Y-arm using accessories as per manufacter

specifications) having SS blade (SS 304) of length 30mm, thickness 0.45mm,

C/C distance of blade as 50mm and core wire diameter 3.50mm duly

galvonised to minimum 275gms and having tensile strength of 1450-1700 N

per sqm.

There will be 1600 pcs IP binders required to be installed per KM (i.e., 1600

nos. IP binders + 1600 nos. Mushroom head Nut bolts and washers) made of

MS Flat 25 x 5, 160mm long, with 2 slots – as per IS 1730. Coating: Pre-

galvanized material with min 350 GSM. The galvanized binders are

subsequently Thermoplastic Powder coated after fabrication with a thickness

of minimum 200 to 250 microns. Mushroom carriage SS 304 security nut bolt

of M8x35 size to be used.

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

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

2 MR Providing & fixing MS square vertical posts for MS gate formed by welding two Nos 6.00 87,464.55 5,24,787.00

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

& 1350mm embedded in 1000x800x1500mm foundation block of reinforced

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

nominal size) including cost of centering & shuttering 400x400x8mm base

plate 210x100x8mm tringular stiffener plates jointing the posts & the base

plate on the four corners. 2 Nos 16mm dia 200mm long MS bolts & nuts fixed

to the gate post with strutted post of fencing including applying primer & paint

(as per Special conditions & specifications of approved brand & manufacturere

to give an even shade on all steel work except portion embedded in RCC. The

top of post shall be provided with MS plate of 125mmx125mm size 4mm thick

on which 4 Nos pointed spikes of 10mm dia & 75mm long to be welded in

scattered way & post sides to be welded with 5 Nos 8mm thick deats with

holes for 25 dia as shown. The cold twisted steel reinforcement for RCC

foundation block comprising of 4 Nos vertical bars of 12mm dia 8 Nos.8mm

dia stirrups etc. complete as per drawing.

(All MS products shall be strictly of makes of TATA/SAIL/RINL).

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

3 MR Providing & fixing in position at site double leaf MS gate of overall size Nos 12.00 18,785.45 2,25,425.00

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) Payment for MS Posts to be made separately.

(All MS products shall be strictly of makes of TATA/SAIL/RINL).

Sub-total 1 (A) (Non-Scheduled items) carried over to summary 6,64,58,027.00

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

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 1034.14 4,833.64 49,98,663.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

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

5 MR work (for pavement)

a) Foundations, footings, bases for columns Sqm 2042.95 199.09 4,06,733.00

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 54,05,396.00

Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 5.837 Km

PCC 1:3:6 in Foundatin:

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

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

vibration including cuting for 14 days. (including the cost of shuttering)

Sub-total 2 (B) (Scheduled items) carried over to summary 41,39,487.00

Sub Head 3(B): Jungle Clearence (Sheduled Item): 6.42 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 6.42 9,959.00 63,944.00

Sub-total 3 (B) (Scheduled items) carried over to summary 63,944.00

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.

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

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

Sub-Total 4(B) (Scheduled items) carried over to summary 3,45,03,723.00

Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 5.00 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

Providing & laying in position cenent concrete of specified grade including in

cost of centering and shuttering -All up to plinth level:

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

Sub-total 5 (A) (Non-Scheduled items) carried over to summary 4,06,263.00

Sub Head 5(B): Pipe Culvert for Road (Sheduled Item):5.00 nos

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

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

13 304/10.1 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

14 408/7.1 nominal size mechanically mixed, olaced in foundation and compacted by

vibration including cuting for 14 days. (including the cost of shuttering)

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

1400/2200/1 drawing and techinical specification

A) Random Rubble Masonary

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on

1st class Bedding in Single Row.

1000 mm dia (Full pipe)

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

17 (Appendix

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

drawing and techinical specification. Each 76.50 508.00 38,862.00

Sub-total 5 (B) (Scheduled items) carried over to summary 25,62,054.00

Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 5.00 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 56.85 4,833.64 2,74,792.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Providing & laying in position cenent concrete of specified grade including 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 3,14,849.00

Sub Head 6(B): Pipe Culvert for Fence (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

20 304/10.1 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

21 408/7.1 nominal size mechanically mixed, olaced in foundation and compacted by

vibration including cuting for 14 days. (including the cost of shuttering)

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

1400/2200/1 drawing and techinical specification

A) Random Rubble Masonary

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on

23 2900/2.17 1st class Bedding in Single Row.

1000 mm dia (Full pipe) metre 25.00 8,072.00 2,01,800.00

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

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

drawing and techinical specification.

Sub-total 6 (B) (Scheduled items) carried over to summary 20,32,860.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Sub Head 7(A): Retaining Wall 3.60 mtr height(Non-Sheduled Item): 2250.00mtr

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

cost of centering and shuttering -All up to plinth level:

25 MR 1:5:10 (1cement:5 coarse sand: 10 graded stone aggregate 40mm nominal

Sub-total 7(A) (Non-Scheduled items) carried over to summary 92,98,708.00

Sub Head 7(B): Retaining Wall 3.60 mtr height (Sheduled Item): 2250.00 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

26 304/10.1 and 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

1400/2200/1 drawing and techinical specification

A) Random Rubble Masonary

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

28 (Appendix

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

drawing and techinical specification.

Sub-total 7(B) (Scheduled items) carried over to summary 6,04,38,375.00

Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 75.00mtr

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 101.25 4,833.64 4,89,406.00

Sub-total 8(A) (Non-Scheduled items) carried over to summary 4,89,406.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item):75.00 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

30 304/10.1 and 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 1.1 drawing and techinical specification

A) Random Rubble Masonary Cum 1,128.00 3,966.00 44,73,648.00

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

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

32 (Appendix

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

drawing and techinical specification. Each 75.00 508.00 38,100.00

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

33 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 Cum 252.00 1,068.00 2,69,136.00

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

34 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. Sqm 540.00 51.00 27,540.00

Sub-total 8(B) (Scheduled items) carried over to summary 48,52,974.00

Sub Head 9(A): Box Culvert 3.00 x 3.00 mtr(Non-Sheduled Item) : 4.00 Nos

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

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

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

35 MR using 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 16.20 730.00 11,826.00

Sub-total 9(A) (Non-Scheduled items) carried over to summary 3,72,203.00

Sub Head 9(B): Box Culvert 3.00 x 3.00 mtr(Sheduled Item): 4.00 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

37 304/10.1 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. (including the cost of shuttering)

Plane/Reinforced Cement Concrete in open foundation complete as per

39 2100/10.5 drawing and techinical specification

A. PCC Grade M15 (1:2:4) (including the cost of shuttering) Cum 78.92 6,114.00 4,82,517.00

Supplying Fitting and placing HYSD bar reinforcement in super-structure

40 1600/12.2 complete as per drawing and techinical specifrcation.

Plane/Reinforced Cement Concrete in open foundation complete as per

41 2100/10.5 drawing and techinical specification. (including the cost of shuttering)

E. RCC Grade M25 Cum 599.08 7,666.00 45,92,547.00

Sub-total 9(B) (Scheduled items) carried over to summary 1,08,95,078.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Sub Head 10(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

42 MR using structrial steel etc. as required.

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

works. Kg 4,127.48 93.24 3,84,831.00

Extra for providing mechanical device chain and crank operation for operating

43 MR rolling shutters

Exceeding 10.00 sqm and upto 16.80 sqm in the area. Sqm 15.30 730.00 11,169.00

Sub-total 10(A) (Non-Scheduled items) carried over to summary 3,96,000.00

Sub Head 10(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

44 304/10.1 and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m Cum 475.70 88.00 41,862.00

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. (including the cost of shuttering) Cum 57.06 5,337.00 3,04,529.00

Plane/Reinforced Cement Concrete in open foundation complete as per

46 2100/10.5 drawing and techinical specification

A. PCC Grade M15 (1:2:4) (including the cost of shuttering) 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

1500, 1700 & drawing and techinical specification

E. RCC Grade M25 (inciuding the cost of shuttering) 303.26 7,666.00 23,24,791.00

Sub-total 10(B) (Scheduled items) carried over to summary 60,72,445.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

Sub Head 11(B): Drain (Sheduled Item): 2199.00Mtr

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

49 304.0/10.1 and 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. (including the cost of shuttering) Cum 593.73 5,337.00 31,68,737.00

Sub-total 11(B) (Scheduled items) carried over to summary 32,87,263.00

Sub Head 12(B): IBB Road (Sheduled Item): 5.837 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,

51 401/4.1 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

52 404/4.9 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 2118.83 2605.00 5519555.00

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

of 75mm. Cum 1593.50 2694.00 4292892.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST

MoRT&H MoRT&H

Sl. (SOR 2013-

14 N.H Description of Item Unit Qty Amount

No. Cercle,

Megh)/MR Cercle,

Megh)/MR

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

thickness of 75mm. Cum 1593.50 3035.00 4836276.00

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 cleand with mechinical broom.

(iv)Non bituminous surface @0.4kg/sqm

Close Graded Premix Surfaceing /Mixed Seal Surfaceing: Mechinical means

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

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

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

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

55 512/5.10 serve as wearing course on a previously prepared base, including mixing in a suitable

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

finishing to required level and grade.

Bitumen VG-10(80/100) Type A

Sub-total 13(B) (Scheduled items) carried over to summary 28315183.00

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

Reinforced Cement Concrete M15 grade boundary pillers of strendered design

56 806/8.14 is per IRC: 25-1967, fixed in position including finishing qnd lettering but

excluding painting. Each 116.00 606.00 70296.00

Sub-total 15(B) (Scheduled items) carried over to summary 70296.00

Digitally signed by SHIV

KUMAR VERMA

Date: 2023.06.12 19:26:19 IST