Construction of Border Fencing and Road along Indo Bangladesh Border in Meghalaya State

No. (SOR 2013-14 N.H

Market Rate (Rs.)

Circle, Megh)

1 Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 2.34Km 26,716,770.00

2 Sub Head 2(A): Bed Concreting & Shuttering for Fencing (Non -Sheduled Item): 2.34 Km 2,166,973.00

3 Sub Head 2(B): Bed Concreting & Shuttering for Fencing (Sheduled Item): 2.34Km 1,659,483.00

4 Sub Head 3(B): Jungle Clearence (Sheduled Item): 25,634.00

5 Sub Head 4(B): Earth Work (Sheduled Item): 16,152,785.00

6 Sub Head 5(A): Pipe Culvert for Road (Non-Sheduled Item): 5.00 nos 406,263.00

7 Sub Head 5(B): Pipe Culvert for Road (Sheduled Item): 5.00 nos 2,562,054.00

8 Sub Head 6(A): Pipe Culvert for Fence (Non-Sheduled Item): 5.00 nos 314,849.00

9 Sub Head 6(B): Pipe Culvert for Fence (Sheduled Item): 5.00 nos 2,032,860.00

10 Sub Head 7(A): Toe Wall (Non-Sheduled Item): 1020.00mtr 295,819.00

11 Sub Head 7(B): Toe Wall (Sheduled Item): 1020.00 mtr 1,803,503.00

12 Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 604.60mtr 3,945,262.00

13 Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item): 604.60 mtr 38,899,432.00

14 Sub Head 9(A): Box Culvert 12 mtr (Non-Sheduled Item): 2.00Nos 1,286,677.00

15 Sub Head 9(B): Box Culvert 12.0 mtr (Sheduled Item): 2.00 Nos 12,409,075.00

16 Sub Head 10(A): Bailey Bridge (Non-Sheduled Item): 1.00 Nos 12,542,802.00

17 Sub Head 10(B): Bailey Bridge (Sheduled Item): 1.00 Nos 25,776,348.00

18 Sub Head 11(B): C C Drain (Sheduled Item): 1200.00 Mtr 1,793,868.00

19 Sub Head 12(B): IBB Road (Sheduled Item): 2.34 Km 12,032,238.00

20 Sub Head 13(B): Boundary Pillar for demargation of land (Nos (Sheduled Item): 47.00 Nos 28,482.00

SUB-TOTAL 47703897.00 115147280.00

GRAND TOTAL (A+B) 162,851,177.00

GRAND TOTAL (A+B) 162,851,177.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

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. 1263/4s to BP No. 1264/8s (TOTAL = 2.340 Km

approxmately) (Package:II-A)

BILL OF QUANTITY

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. Cercle,

N.H Cercle,

Megh)/MR Megh)/MR

Sub Head 1(A): Smart Fence in New Design (Non -Sheduled Item): 2340.00 mtr

1 MR Providing and fixing high security 3.06m (2.70m high CHS post above ground + 0.36m high Y Mtr 2340.00 11,257.12 26,341,663.00

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:

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 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

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 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 4mm 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 microns of colour RAL 6005.

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

made up of MS angle 40x40x4, one arm each 510mm, welding as mentioned in drawing, with

hot dip galvonised coating of minimum 200 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

microns of colour RAL 6005.

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR 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 znic 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 (75mm over lap in

horizental direction and 167mm 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 (M8x50) 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.

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 microns of

colour RAL 6005 using two numbers SS mushroom head bolts with breakible heads safety nuts

(M 8X50) 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 1400-

1500 N per sqm (Length of fencing may vary as per site conditions)

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 3, 160mm long, with 2

slots – as per IS 1730. Coating: Pre-galvanized material with min 270 GSM. After fabrication

this will powder coated in RAL 6005 to 60-80 microns. Mushroom carriage SS 304 security nut

bolt of M8x50 size to be used.

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

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H 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 6.00 18,785.45 112,713.00

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 MS products 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 3.00 87,464.55 262,394.00

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) 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 26,716,770.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

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 414.58 4,833.64 2,003,918.00

4 MR and shuttering -All up to plinth level:

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

Centring & shuttering including strutting, propping etc and removal of form work (for pavement) 819.00 199.09 163,055.00

5 MR a) Foundations, footings, bases for columns

Sub-total 2 (A) (Non-Scheduled items) carried over to summary 2,166,973.00

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

PCC 1:3:6 in Foundatin: 310.94 5,337.00 1,659,483.00

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

Sub-total 2 (B) (Scheduled items) carried over to summary 1,659,483.00

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

Clearing Grass and Removal of Rubbish 2.57 9,959.00 25,634.00

7 201/2.2 Cleaning grass and removal of rubbish upto a distance of 50 metres outside the periphery of the

area. Hactor

Sub-total 3 (B) (Scheduled items) carried over to summary 25,634.00

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

Excavation of Soil using Hydraulic Excavator CK 90 and Tippers with deposal upto 1000 meters. 99887.74 74.00 7,391,693.00

Excavation of road work in soil with hydraulic excavator of 0.9 cum bucket capacity including

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

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 42809.03 110.00 4,708,994.00

1000 metre .

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

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

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

and cross section.

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

Construction of Embankment with material deposited from Roadway cutting: 22142.61 183.00 4,052,098.00

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 16,152,785.00

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 67.90 4,833.64 328,204.00

11 MR and shuttering -All up to plinth level:

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

Providing & laying in position cenent concrete of specified grade excluding in cost of centering 15.20 5,135.45 78,059.00

12 MR and shuttering -All up to plinth level:

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

Sub-total 5 (A) (Non-Scheduled items) carried over to summary 406,263.00

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

Earth work in excavation of foundation of structures as per drawing and techinical specification, 433.35 77.00 33,368.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

13 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth

PCC 1:3:6 in Foundatin: 27.90 5,337.00 148,902.00

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

Stone Masonary work in cement mortar 1:3 for substructure complete as per drawing and 437.60 3,966.00 1,735,522.00

15 techinical specification

A) Random Rubble Masonary Cum

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on 1st class Bedding in 75.00 8,072.00 605,400.00

16 2900/2.17 Single Row.

1000 mm dia (Full pipe) RM

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment, wing wall/return 76.50 508.00 38,862.00

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

17 (Appendix

IV)/11.3 20H towards drawing foce. Complete as per drawing and techinical specification.

Sub-total 5 (B) (Scheduled items) carried over to summary 2,562,054.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

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 56.85 4,833.64 274,792.00

18 MR and shuttering -All up to plinth level:

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

Providing & laying in position cenent concrete of specified grade excluding in cost of centering 7.80 5,135.45 40,057.00

19 MR and shuttering -All up to plinth level:

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

Sub-total 6(A) (Non -Scheduled items) carried over to summary 314,849.00

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, 337.50 77.00 25,988.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

20 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(i) Up to 3 m depth

PCC 1:3:6 in Foundatin: 5.75 5,337.00 30,688.00

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

Stone Masonary work in cement mortar 1:3 for substructure complete as per drawing and 437.60 3,966.00 1,735,522.00

1400/2200/1 techinical specification

1.1 A) Random Rubble Masonary

Laying Reinforced Cement Concrete pipe NP3/ Prestressed Concrete Pipe on 1st class Bedding in 25.00 8,072.00 201,800.00

23 2900/2.17 Single Row.

1000 mm dia (Full pipe)

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment, wing wall/return 76.50 508.00 38,862.00

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

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

Sub-total 6 (B) (Scheduled items) carried over to summary 2,032,860.00

Sub Head 7(A): Toe Wall 1.00 mtr height(Non-Sheduled Item): 1020.00mtr

Providing & laying in position cenent concrete of specified grade excluding in cost of centering 61.20 4,833.64 295,819.00

25 MR and shuttering -All up to plinth level:

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

Sub-total 7(A) (Non-Scheduled items) carried over to summary 295,819.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

Sub Head 7(B): Toe Wall 1.00 mtr height (Sheduled Item): 1020.00 mtr

Earth work in excavation of foundation of structures as per drawing and techinical specification, 306.00 77.00 23,562.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

26 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(ii) Upto depth 3 m

Stone Masonary work in cement mortar 1:3 for substructure complete as per drawing and 448.80 3,966.00 1,779,941.00

1400/2200/1 techinical specification

1.1 A) Random Rubble Masonary

Sub-total 7(B) (Scheduled items) carried over to summary 1,803,503.00

Sub Head 8(A): Retaining Wall 5.60 mtr height(Non-Sheduled Item): 604.60 mtr

Providing & laying in position cenent concrete of specified grade excluding in cost of centering 816.21 4,833.64 3,945,262.00

28 MR and shuttering -All up to plinth level:

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

Sub-total 8(A) (Non-Scheduled items) carried over to summary 3,945,262.00

Sub Head 8(B): Retaining Wall 5.60 mtr height (Sheduled Item):604.60 mtr

Earth work in excavation of foundation of structures as per drawing and techinical specification, 4081.05 88.00 359,132.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

29 304/10.1 I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

Stone Masonary work in cement mortar 1:3 for substructure complete as per drawing and 9093.18 3,966.00 36,063,568.00

30 techinical specification

A) Random Rubble Masonary Cum

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment, wing wall/return 604.60 508.00 307,137.00

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

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

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying 2031.46 1,068.00 2,169,595.00

the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thickness of not

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

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

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

Sub-total 8(B) (Scheduled items) carried over to summary 38,899,432.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

Sub Head 9(A): Box Culvert 12.00 mtr width(Non-Sheduled Item): 2.00 Nos

Steel work welded in built up section / framed work, including cutting , hoisting, fixing in 12841.82 93.24 1,197,325.00

position and applying a prime coat of approved steel primer using structrial steel etc. as

required.

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

Extra for providing mechanical device chain and crank operation for operating rolling shutters 122.40 730.00 89,352.00

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

Sub-total 9(A) (Non-Scheduled items) carried over to summary 1,286,677.00

Sub Head 9(B): Box Culvert 12.00 mtr width (Sheduled Item): 2.00 Nos

Earth work in excavation of foundation of structures as per drawing and techinical specification, 2453.88 88.00 215,941.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(ii) Depth 3 m to 6 m

PCC 1:3:6 in Foundatin: 154.32 5,337.00 823,606.00

36 408/7.1 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.

Plane/Reinforced Cement Concrete in open foundation complete as per drawing and techinical 82.28 6,114.00 503,060.00

37 specification

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

Supplying Fitting and placing HYSD bar reinforcement in super-structure complete as per 71.46 94,117.00 6,725,601.00

drawing and techinical specifrcation. MT

Plane/Reinforced Cement Concrete in open foundation complete as per drawing and techinical 540.16 7,666.00 4,140,867.00

1500, 1700 specification

E. RCC Grade M25 Cum

Sub-total 9(B) (Scheduled items) carried over to summary 12,409,075.00

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

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, etc. 292.92 106.36 31,156.00

40 MR 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

Providing and laying in position cement concrete as specification in footings and basesfor 24.89 5,135.45 127,811.00

columns, excluding the cost of centring and shuttering.

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

(rate incuuding shuttering) Cum

Providing and laying in position cement concrete as specification in footings and basesfor 98.93 4,833.64 478,182.00

columns, excluding the cost of centring and shuttering.

42 MR 1:5:10 (1 cement:5 sand :10 graded stone aggregate 40mm nominal.)

(rate including shuttering)

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

For Wing Wall:-

Providing and laying in position cement concrete as specification in footings and basesfor 56.90 4,833.64 275,053.00

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

1:5:10 (1 cement:5 sand :10 graded stone aggregate 40mm nominal.) Cum

Steel Work for Bailey Bridge:

Providing and fixing of components for steel frame structure of Bailley Bridge including 2.00 5,815,300.00 11,630,600.00

fabrication, transportation to site and launching by suitable crane 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.

The length of bridge (130 feet x 2) and suitable for IRC-6 Load Class 24R, the carriageway shall

44 MR be 3.3 Metres.

(Design, drawings and vetting from reputed Govt. institution shall be within the scope of

contractor. Accordingly contractor may quote the price inclusive of this. No additional amount

will be paid for design, drawings and vetting etc.)

Sub-total 10(A) (Non-Scheduled items) carried over to summary 12,542,802.00

Sub Head 10(B): Bailey Bridge (Sheduled Item): 1.00 Nos

Earth work in excavation of foundation of structures as per drawing and techinical specification, 2,088.98 105.00 219,343.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

I. Ordinary Soil:

B. Mechanical Means

(iii) Depth above 6 mtr

(Design, drawings and vetting from reputed Govt. institution shall be within the scope of

contractor. Accordingly, contractor may quote the price inclusive of this. No additional amount

will be paid for design, drawings and vetting etc. According to approved design, the items of

foundation schedule may change as suitable to site condition and stability of the structure.)

Earth work in excavation of foundation of structures as per drawing and techinical specification, 1,624.75 101.00 164,100.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

II. Ordinary Rock: (not required blasting)

B. Mechanical Means

46 304/10.1 (iii) Depth upto 3 mtr

(Design, drawings and vetting from reputed Govt. institution shall be within the scope of

contractor. Accordingly contractor may quote the price inclusive of this. No additional amount

will be paid for design, drawings and vetting etc. According to approved design the items of

foundation schedule may change as suitable to site condition and stability of the structure)

Clearing Grass and Removal of Rubbish: 2.90 9,959.00 28,921.00

47 201/2.3 Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area.

Hactor

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

Plane/Reinforced Cement Concrete in open foundation complete as per drawing and techinical 2.33 6,114.00 14,233.00

1500, 1700 specification

48 & 2100 / A. PCC Grade M15 (1:2:4)

(rate including shuttering)

PCC 1:3:6 in Foundatin: 4.92 5,337.00 26,258.00

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

49 408/7.1 mixed, olaced in foundation and compacted by vibration including cuting for 14 days.

(rate including shuttering) Cum

Plane/Reinforced Cement Concrete in open foundation complete as per drawing and techinical 765.60 7,666.00 5,869,090.00

1500, 1700 specification

& 2100/10.5 E. RCC Grade M25

(rate including shuttering)

Supplying Fitting and placing HYSD bar reinforcement in super-structure complete as per 70.56 94,117.00 6,640,896.00

51 1600/12.2 drawing and techinical specifrcation.

52 2500/7.4 Dry boulder pitching in flooring 2,829.60 1,094.00 3,095,582.00

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment, wing wall/return 360.00 508.00 182,880.00

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

2200/11.3 20H towards drawing foce. Complete as per drawing and techinical specification.

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying 248.59 1,068.00 265,496.00

the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thickness of not

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

54 IRC:78 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

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

For Wing Wall:-

Earth work in excavation of foundation of structures as per drawing and techinical specification, 1,756.80 88.00 154,598.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

55 304/10.1 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 and techinical 108.00 1,576.00 170,208.00

56 IRC:78 and specification.

2200 / 11.4 A. Graunlar Material Cum

Stone Masonary work in cement mortar 1:3 for substructure complete as per drawing and 1,166.40 3,966.00 4,625,942.00

57 techinical specification

A) Random Rubble Masonary Cum

Providing weep holes in brick masonary / Plain/Reinfroced concrete abutment, wing wall/return 300.00 508.00 152,400.00

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

58 (Appendix

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

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying 1,627.08 1,068.00 1,737,721.00

the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thickness of not

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

59 IRC:78 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

60 2500/7.14 Dry boulder pitching in flooring Cum 2,220.00 1,094.00 2,428,680.00

Sub-total 10(B) (Scheduled items) carried over to summary 25,776,348.00

Sub Head 11(B): Drain (Sheduled Item): 1200.00Mtr

Earth work in excavation of foundation of structures as per drawing and techinical specification, 840.00 77.00 64,680.00

including setting out, construction of shoring and bracing, removal of stumps and other

deleterious matter, dressing of sides and bottom and backfilling with approved material.

61 304.0/10.1 I. Ordinary Soil:

B. Mechanical Means

(i) Upto 3 m height

PCC 1:3:6 in Foundatin: 324.00 5,337.00 1,729,188.00

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

62 408/7.1 mechanically mixed, olaced in foundation and compacted by vibration including cuting for 14

Sub-total 11(B) (Scheduled items) carried over to summary 1,793,868.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24

MoRT&H

Sl. (SOR 2013-14

14 N.H Description of Item Unit Quantity Amount

No. N.H Cercle,

Cercle,

Megh)/MR Megh)/MR

Sub Head 12(B): IBB Road (Sheduled Item): 2.340 KM

Granular Sub-base with Close Graded Material (Table:- 400-1) 1579.50 2,242.00 3,541,239.00

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

63 401/4.1 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per

clause 401)

ii) for grading- II Material

Providing, laying, spreading and compacting stone agreegates of specified sizes to water Bound

Macadam specification including spreading in uniform thickness, hard packing, rolling with

vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming

64 404/4.9 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:

64(a) (i) Grading- I 90mm to 45mm @ 1.21cum per 10 sqm for compacting thickness of 100mm. 849.42 2,605.00 2,212,739.00

64(b) (ii) Grading- II 63mm to 45mm @ 0.91cum per 10 sqm for compacting thickness of 75mm. Cum 638.82 2,694.00 1,720,981.00

64(c) (iii) Grading- III 53mm to 22.4mm @ 0.91cum per 10 sqm for compacting thickness of 75mm. 638.82 3,035.00 1,938,819.00

Tack Coat 7020.00 26.00 182,520.00

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 Sqm

Close Graded Premix Surfaceing /Mixed Seal Surfaceing: Mechinical means using HMP of 7020.00 250.00 1,755,000.00

appropriate capacity not less than 75 tonnes/hour.

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

11.2mm to 0.09 mm (Type - A) or 13.2mm to 0.09mm (type - B) aggregates using penetration grade

bitumin to the required line, grade and level to serve as wearing course on a previously prepared base,

including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity,

and finishing to required level and grade.

Bitumen VG-10(80/100) Type A Sqm

Seal Coat 7020.00 97.00 680,940.00

67 513 Providing and laying seal coat sealing the viods in a bituminous surface laid to the specified

leves, grade and cross fall using Type A and B seal coat.

Sub-total 12(B) (Scheduled items) carried over to summary 12,032,238.00

Sub Head 13(B): Boundary Pillar for demarcation of land (Nos (Sheduled Item): 47.00 Nos

Reinforced Cement Concrete M15 grade boundary pillers of strendered design is per IRC: 25- 47.00 606.00 28,482.00

68 806/8.14 1967, fixed in position including finishing qnd lettering but excluding painting.

Sub-total 13(B) (Scheduled items) carried over to summary 28,482.00

SHIV KUMAR Digitally signed by SHIV

KUMAR VERMA

VERMA Date: 2023.02.24