Government of Nepal

Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal

VARIATION ORDER NO. 03

Contract no:- KTFT/NCB/WORKS/2074/075-21
Chainage: 42+000 to 44+450

GENERAL INFORMATIONS :

1 Project name and Contract no: KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT
KTFT/NCB/WORKS/2074/075-21

2 Name of Employer Kathmandu Terai/Madesh Fast Track (Express Way ) Project

Nepal Army Headquaters
Bhadrakali Kathmanu
3 Name of Authorized Representative

4 Name of Contractor Raman - Apex - Mainachuli J/V

5 Date of submission to the Employer’s November 2019

Representative
PROJECT DESCRIPTION
Road Way excavation, Road way embankment construction , Composite soil reinforcement System, Cross Drainage
Structure and other Structure's Construction

VARIATION
The variation of some of the items in Bill of Quantities has been changed a result of final measurement of site.Due to
locking of Masonry head wall, masonry quantity is increased. Due to site condition and design change of paralink Re
wall quantity Increased. And as per site earth work quantity increased and hard rock quantity was decreased.

COST AND TIME EFFECT

SN DESCRIPTION UNITS Variation No. 03

1 Original Cost Estimate with 13% VAT & PS Nrs. 935,108,419.59

2 Original Contract amount with 13% VAT & PS Nrs. 931,965,149.60

3 Revised Cost Estimate till VO 3 with 13% VAT & PS Nrs. 895,427,793.71

4 Increase and Decrease in estimate WRT original cost estimate Nrs. (39,680,625.88)

5 Increase or Decrease in percentage WRT original cost estimate % (4.2434)

6 Revised Contract amount with 13% VAT and PS Nrs. 898,689,993.04

7 Increased Or Decreased amount with respect to original Contract amount with 13% VAT & P Nrs. (33,275,156.56)

8 Increased or decreased in percentage with respect wrt original contract amount with discou % (3.57)

9 Estimsted time Effect of the variation order wrt original contract period Months None

10 Whether the estimate for variation order involves fixing a new rates yes/no No

11 Budgetary provisinon for increase works (GoN) yes/no Yes

 AGREEMENT

This is the estimate for variation Order N0.-03 to the Bill of Quantities (BoQ) of the Contract No :
KTFT/NCB/WORKS/2074/075-21.

Because of this Estimate for the variation Order 03 is NRS 33,275,156.56 with VAT respect to the original contract
amount is decreased.

The contractor Raman - Apex - Mainachuli J/V has accepted this estimate for variation Order No. 03 as conformed by
their authorized signature and official seal as indicated hereunder.

Acceptances of this estimate for variation order No.03 as confirmed by all parties are indicated by appending the
signature and the common seal as mentioined below:

………………………………………………………………………… …………………………………………………………………………………………
Binding Signature of the Contractor Binding signature of Employer
Ramesh Bahadur Adhikari
Aothorized Representative
Raman / Apex / Mainachuli J/V Project Chief
Kathmandu Terai Fast Track Express Way (KTFT) Road Project

……………………………………………………………… ………………………………………………………………………………….
Promish Banepali Indibar Gurung
Project Engineer Head of Planning and Design Division (Colonel)
Witness Witness
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Item Justification For Variation Order No.3

Increased /
Item No. Description Unit Decreased Reason For Variation
Quanity

Earthwork in Excavation inculding Setting Out, Removal of Tree roots and

B1.01 stumps, clearance of site along the alignment, Disposal/Stock piling of extra
excavated material upto 1.0 km lead all complete as per DOR Specification(905)
The quantity of this item decreased as per
a Hard Rock M3 (27,943.41) field joint clasification.
The quantity of this item increased as per
b Soft Rock M3 14,908.13 site final cross section.
The quantity of this item increased as per
c Soil/Sand/Gravel/Boulder mix material M3 15,797.90 site final cross section.
Transportation of Earthwork Disposal/Stock Piling lead upto 5 km all complete
d as directed by Engineer M3 -

Formation of embankment from excavated material in road - way excavation

including watering, compacting in a layer not exceeding of 150mm compacted
B2.01 depth, lead upto 5 km as per the specification, all complete, as instructed by M3 -
the Engineer.

Part : C Earth Retaining Structures

C1 Gabion/Masonry retaining structures
Excavation for Structures (Cross drainage, Retaining & off-road structures) in The quantity of this item increased as per
C1:.01 common material including hard rock, all complete cu m 725.80 final measurement of site.
Provide and place M 15/40 grade concrete including compaction, curing, The quantity of this item increased as per
C1.02 testing etc, all complete. cu m 23.71 final measurement of site.
Supply and assembly of machine made mechanically selvedged gabion and The quantity of this item increased as per
C1:.03 mattresses produced from double twisted heavy coated GI wire, of hexagonal cu m 319.00 final measurement of site.
mesh size 100 mm x 120 mm, with mesh wire 3 mm, selvedge wire 3.9 mm,
lacing wire 2.4 mm and stone filling in gabion including transport and fixing of
Providing and laying random rubble stone masonry in cement sand mortar M5 The quantity of this item increased as per
C1.04 for structure work including scaffolding, curing, preparation of mortar, pointing cu m 108.48 final measurement of site.
(1:3 cement sand mortar) etc., all complete.
Providing, preparing and installing formwork including necessary supports and
C1:.05 removing after completion for works in any type of structure (Class F2 Finish). sq m

Supply and place geotextile as per design drawingss.

C1.06 sq m

C2 Reinforced Earth Retaining structures (Left Hand Side)

Supply of Green TERRAMESH® SYETEM assembled with Biodegradable Erosion
Control Blanket, welded mess panel and integrated tail as reinforcement of length 3m
C2.01 that 3m that is made of mechanically woven, double twisted, hexagonal shaped steel
wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,
Mechanically edged/selvedged, units provided with 3 numbers of steel tie rods or
triangular brackets connected at site, as per Specification.

The quantity of this item decreased as per

a GTM-3x2x0.83 Nos - joint survey data during joint varification

Supply of TERRAMESH® SYETEM

unit with integrated tail as reinforcement of length 2m that is made of mechanically
C2.02 woven, double twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh
wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically edged/selvedged, as per
Specification.
The quantity of this item decreased as per
a a. TMS-3x2x0.5 Nos (112.00) site final measurement.
The quantity of this item decreased as per
b b. TMS-3x2x1.0 Nos (99.00) site final measurement.

Supply of high strength flexible Goegrids(Paralink) as primary reinforcement for

C2.03 composite soil reinforcement system made of polyster core with polyethylene coating, as
per Specification.
The quantity of this item increased due to
a a. Paralink - PL 200 Sq.m. 1,871.00 design change 6.00 m to 8.00 m.
The quantity of this item decreased as per
b b. Paralink - PL 300 Sq.m. (873.00) final measurement of site.

C2.04 Supply and Installation of polyester needle punched non woven geotextile (150 g/sm) as
per MoRTH 700 Type 3, as per Specification.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Item Justification For Variation Order No.3

Increased /
Item No. Description Unit Decreased Reason For Variation
Quanity
The quantity of this item increased as per
a a. At the interface of boulder filling inside TMS and structural fill behind TMS Sq.m. 1,026.80 final measurement of site.
The quantity of this item increased as per
b b. Around Perforated Pipe Sq.m. 246.08 final measurement of site.

C2.05 Providing 'U' Pins made of 8 mm dia made of Fe 500 steel of depth 400mm and width
Nos
200mm, as per Specification.

Supply of non woven coir mat blanket (BioMac CC) made with fully biodegradable coir
C2.06 fibers reinforced with fine polypropylene netting secured on both sides with 20 stitches Sq.m.
per meter of length to form a strong quilted mat, as per specification.

Supply of Machine Wooven & Mechanically selvedged Gabion Mattress, double

C2.07 twisted, hexagonal shaped steel wire mesh, Mesh type 10x12, Mesh wire dia
2.7/3.7mm (ID/OD ), Zn+PVC coated, as per Specification.
The quantity of this item increased as per
a a. Box Size - 2X1X0.5 Nos 132.00 final measurement of site.
The quantity of this item increased as per
b b. Box Size - 2X1X1 Nos 10.00 final measurement of site.

Supply of Drainage Composite (MacDrain) with Geotextile on both side of the core The quantity of this item increased as per
C2.08 Sq.m. 808.09 final measurement of site.
behind the structural fill, as per Specification.

C2.09 Supply of Machine Wooven, double twisted, hexagonal shaped steel wire mesh, Mesh
Sq.m.
type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ), Zn+PVC coated, as per Specification.

Supply of perforated 200mm PVC pipe at the bottom of drainage composite and across The quantity of this item decreased as per
C2.10 the reinforced soil structure for collecting and draining out the subsurface flow, as per M. (37.40) final measurement of site.
Specification.

Supply of Structural fill behind TMS/GTM, spreading at site, compaction upto 95% at The quantity of this item decreased as per
C2.11 OMC as per modified proctor density at maximum 200mm thickness all complete, as per cum - final measurement of site.
Specification.

Supply and filling of Boulders(150mm to 250mm) inside Terramesh Facia as per The quantity of this item decreased as per
C2.12 cum - joint survey data during joint varification
Specification.
The quantity of this item decreased as per
C2.13 Supply and filling of Vegetative Soil at the facia of GTM as per specification. cum - joint survey data during joint varification

Part: D Cross Drainage Structure

Pipe Culvert: Single Cell of 1.2m diameter

D1
Double Cell of 1.2m Diameter

Earthwork in excavation for foundation of structures including setting out, removal The quantity of this item increased as per
D1.01 of stumps and other deleterious matter dressing of sides and bottom and including all cu m 1,428.19 final measurement of site.
lifts and leads complete as per drawingss and technical specification.

Plain Cement Concrete of M15/40 grade graded course aggregate for leveling course, for The quantity of this item decreased as per
D1.02 bedding of culverts, head wall etc. and annular space filling around footing in rock, cu m (7.65) final measurement of site.
complete as per drawings and technical specification.

D1.03 Providing and laying and jointing NP4 (as per IS:458) Hume pipes for culverts, rm -
complete as per technical specification.

D1.04 Providing & laying 1st Class bedding below Hume pipes with graded sand or other cu m -
granular materialas all complete.
The quantity of this item increased as per
D1.05 Back Filling behind head walls, wing walls/retaining and return wall and earth cushion cu m 33.90 final measurement of site.
around pipes or at any other location complet.
The quantity of this item increased as per
D1.06 Structural Plain Cement Concrete M 20 for Head Walls, including formwork excluding cu m 41.16 final measurement of site.
reinforcement complete as per drawings technical specification.

D1.07 Providing and laying filter material underneath pitching in slopes complete as per cu m -
drawings and technical specification Clause 2504

D1.08 Providing and laying Pitching on slopes laid over prepared filter material completeas per cu m -
drawings and technical specification.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Item Justification For Variation Order No.3

Increased /
Item No. Description Unit Decreased Reason For Variation
Quanity

D2 RCC Box Culvert of size 1m x 6m x 5m

Earthwork in excavation for foundation of structures including setting out, removal The quantity of this item increased as per
D2.01 of stumps and other deleterious matter dressing of sides and bottom and including all cu m 1,445.27 final measurement of site.
lifts and leads complete as per drawings and technical specification.

D2.02 Boulder/ Gravel/ Sand Filling in Foundation Trenches or below raft foundation of RCC cu m -
box as per drawings & technical specification.

Plain Cement Concrete (Grade M 15) using 40 mm graded metal for leveling course, for The quantity of this item decreased as per
D2.03 bedding of culverts, head wall etc. and annular space filling around footing in rock, cu m (104.56) final measurement of site.
complete as per drawings and technical specification.

Random Rubble Stone masonary work in cement mortar 1:3 for foundation/substructure The quantity of this item increased as per
D2.04 including staging and treatment of Joints complete including other structures as per cu m 59.02 final measurement of site.
drawning and technical specification.

Back Filling behind head walls, wing walls/retaining and return wall and earth cushion The quantity of this item increased as per
D2.06 around pipes or at any other location complete as per drawings and technical cu m 119.68 final measurement of site.
specification.
The quantity of this item increased as per
D2.08 Structural Plain Cement Concrete M 20/20 grade for Head Walls, including formwork cu m 99.59 final measurement of site.
excluding reinforcement complete as per drawings

The quantity of this item increased as per

D2.09 Structural Plain/Reinforced Cement Concrete M25/20 in foundation including cu m 4.53 final measurement of site.
formwork, excluding reinforcement complete as per drawings, technical specification.

Structural Plain/Reinforced Cement Concrete M 25/20 in substructure, parapet wall

D2.10 including formwork, excluding reinforcement complete as per drawings and technical cu m -
specification.
The quantity of this item decreased as per
D2.11 Reinforcement cement concrete M25/20 in superstructure including shuttering and cu m (0.56) final measurement of site.
excluding reinforcement complete as per drawings and technical specification.

D2.14 Filler Joint : Providing & fixing 20 mm thick compressible fiber board in expansion rm -
joint complete as per drawings & technical specification

The quantity of this item decreased as per

D2.20 Providing Floor Apron with 300mm thick plum concrete cmplete as per technical cu m (1.14) final measurement of site.
specification

Submitted By Checked By Checked By Verified By

…………………………… ……………………………… ……………………………… ……………………………………………………………….

Contractor's Autorized Representative Sector Individual Consultant Site Incharge Sector Commander
Date: Date: Date: Date:
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
SN DESCRIPTION UNITS Variation No.o3
1 Original Cost Estimate with 13% VAT & PS Nrs. 935108419.59
2 Original Contract amount with 13% VAT & PS Nrs. 931965149.60
3 Revised Cost Estimate till VO 3 with 13% VAT & PS Nrs. 895427793.71
4 Increase and Decrease in estimate WRT original cost estimate Nrs. -39680625.88
5 Increase or Decrease in percentage WRT original cost estimate % -4.24
6 Revised Contract amount with 13% VAT and PS Nrs. 898689993.04
7 Increased Or Decreased amount with respect to original Contract amount with 13% VAT & PS Nrs. -33275156.56
8 Increased or decreased in percentage with respect wrt original contract amount with discount % -3.57
9 Estimsted time Effect of the variation order wrt original contract period Months None
10 Whether the estimate for variation order involves fixing a new rates yes/no No
11 Budgetary provisinon for increase works (GoN) yes/no Yes
Submitted By Checked By Checked By Checked By Checked By Recommended By Recommended By Approved By Approved By
Name :Ramesh Bd. Adhikari Name :Gobardhan Banskota Name :Arbind Shrestha Name : Rupak Raj Bista Name : Name : Name : Name : Name :
Designation: Partner Incharge Designation:Sector Individual Designation: Site Incharge Designation:Sector
Consultant Commander Designation:Head,Impleme Designation:Head of
Designation:Head,Planni Designation:Deputy Designation:Project
Name of Firm: Raman Apex ntation & Operation Procurement
ng & Design Division Project Chief Chief
Mainachuli JV Division Division

…………………………………………………………………………………………… ………………………………… ……………………………… ………………… ……………………… …………………… …………………………… ……………………………

Seal and Signature Signature: Signature: Signature: Signature: Signature: Signature: Signature: Signature:
Date: Date: Date: Date: Date: Date: Date: Date: Date:
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: -39680625.88
Original Cost estimatre with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt oridinal estimate: -4.24%
Original Contract Amount with Vat & Nrs: 931,965,149.60 Revised Contract amount after this variration with VAT & PS in NRs: 898689993.04
Revise cost estimate (till date)with V Nrs: 895,427,793.71 [+/-] in amount after this variration wrt original contract with VAT & PS cost in NRs: -33275156.56
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt oridinal estimate: -3.57

Original Contract New Variation Revised Contract % Change in Amount WRT

Part Item Describtion Amount Relative Weight Relative Wt Amount Upto Amount (Nrs) original Contract Amount Remarks
VO3(Nrs)
a b c d e=a+d f=(d/a)x100
1 General 5,000,000.00 0.61 0.63 - 5,000,000.00 0.00
Earthwork for Road Construction along the 584,366,470.00 -21.91
2 Alignment 70.85 57.38 (128,032,361.72) 456,334,108.28
3 Earth Retaining Structures 29,656,550.00 3.60 7.84 32,664,989.40 62,321,539.40 110.14
Reinforced Earth Retaining structures 82,335,200.00 68.67
4 (Left Hand Side) 9.98 17.46 56,536,120.80 138,871,320.80
5 Cross Drainage Structure 75,954,700.00 9.21 10.73 9,384,210.33 85,338,910.33 12.36
6 Schedule of Day Works 7,435,000.00 0.90 0.93 - 7,435,000.00 0.00
7 Provisional Sum 40,000,000.00 4.85 5.03 - 40,000,000.00 0.00
824,747,920.00 (29,447,041.21) 795,300,878.79 -3.57
A Total Contract Price with PS 824747920.00 -29447041.21 795300878.79
B Total Contract Price without P.S [A-Item 8] 784747920.00 -29447041.21 755300878.79
C Discount, 0% of [B]
Total Contract Price after Discount without
D P.S. [B-C] 784747920.00 -29447041.21 755300878.79
Total Contract Price after Discount with
E P.S. [D+7] 824,747,920.00 (29,447,041.21) 795,300,878.79
F Add 13% VAT of [E] 107,217,229.60 (3,828,115.36) 103,389,114.24
G Total Contract Price with VAT and P.S. -3.57
931,965,149.60 (33,275,156.56) 898,689,993.04
[E+F]

Submitted By Checked By Checked By Verified By

…………………………… ……………………………… ……………………………… ………………………………………………

Contractor's Autorized Representative Sector Individual Consultant Site Incharge Sector Commander
Date: Date: Date: Date:
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

Part : A General
Insurance of the works, plants and materials also including other
A1.01 property, personal injury or death of contractor employee, Ls 1.00 2,500,000.00 2,500,000.00 1.00 2,500,000.00 2,500,000.00 - 5,000,000.00 5,000,000.00 5,000,000.00 - No change, as per BOQ
employer's employee and other people and third party

Total of Part A: 2,500,000.00 2,500,000.00 5,000,000.00 5,000,000.00

Part : B Earthwork for Road Construction along the Alignment

Earthwork in excavation including Setting Out, Removal of Tree
B1.01 roots and stumps, clearance of site along the alignment,
disposal/stock piling of extra material lead up to 1 km all
complete.
a Hard Rock cu.m - 888.95 175,299.06 888.95 155,832,102.81 new item 810.00 141,992,241.72 141,992,241.72 New Rate, As per Site Condition
b Soft Rock cu m 552,319.00 390.34 215,592,297.61 169,229.78 390.34 66,057,182.06 - 300.00 165,695,700.00 300.00 50,768,933.50 (114,926,766.50) Quantity Decrease, As per site
c Soil/Sand/Gravel/Boulder mix material cu m 487,552.00 250.59 122,175,655.68 478,914.73 250.59 120,011,241.64 (1.77) 350.00 170,643,200.00 350.00 167,620,154.73 (3,023,045.27) Quantity Decrease, As per site

d Transportation of Earthwork Disposal/Stock Piling lead up to 5 (1,003,965.37)

cu m 311,961.00 425.00 132,583,584.88 307,945.14 425.00 130,876,841.69 (1.29) 250.00 77,990,250.00 250.00 76,986,284.63 Quantity Increase, As per site
km all complete as directed by Engineer

Formation of embankment from excavated material in road - way

B1.02 excavation including watering, compacting in a layer not (152,642,124.50)
cu m 546,572.00 291.58 159,369,463.76 54,178.05 291.58 15,797,235.82 (90.09) 310.00 169,437,320.00 310.00 16,795,195.50 Quantity Decrease, As per site
exceeding of 150mm compacted depth, lead up to 5 km as per the
specification, all complete, as instructed by the Engineer.

Clearance of landslides, debris from culverts and side drains

B1.03 including haulage and disposal, all complete as directed by cu m 3,000.00 101.04 303,120.00 10,856.49 101.04 1,096,939.85 261.88 200.00 600,000.00 200.00 2,171,298.20 1,571,298.20 Quantity Increase, As per site
Engineer.
Total of Part B: 630,024,121.93 489,671,543.87 584,366,470.00 456,334,108.28 (128,032,361.72)
Part : C Earth Retaining Structures
C1 Gabion/Masonry retaining structures

C1:.01 Excavation for Structures (Cross drainage, Retaining & off-road cu m 3,580.00 251.44 900,166.04 28,262.58 251.44 7,106,428.19 6.89 400.00 1,432,000.00 400.00 11,305,031.20 9,873,031.20 Quantity Increase, As per site
structures) in common material including hard rock, all complete

C1.02 Provide and place M 15/40 grade concrete including compaction, 736,678.00
cu m 75.00 12,280.23 921,017.53 118.33 12,280.23 1,453,169.18 0.58 17,000.00 1,275,000.00 17,000.00 2,011,678.00 Quantity Increase, As per site
curing, testing etc, all complete.
Supply and assembly of machine made mechanically selvedge
gabion and mattresses produced from double twisted heavy coated
C1:.03 GI wire, of hexagonal mesh size 100 mm x 120 mm, with mesh cu m 1,476.00 4,560.67 6,731,555.45 1,845.00 4,560.67 8,414,444.32 0.25 8,500.00 12,546,000.00 8,500.00 15,682,500.00 3,136,500.00 Quantity Increase, As per site
wire 3 mm, selvedge wire 3.9 mm, lacing wire 2.4 mm and stone
filling in gabion including transport and fixing of gabion in
position, all complete.
cu m 4,560.67 2,108.50 4,560.67 9,616,182.03 4,560.67 9,616,172.70 9,616,172.70

Providing and laying random rubble stone masonry in cement sand

C1.04 mortar M5 for structure work including scaffolding, curing, 8,839,701.00
cu m 956.00 9,981.99 9,542,781.80 1,635.98 9,981.99 16,330,304.96 0.71 13,000.00 12,428,000.00 13,000.00 21,267,701.00 Quantity Increase, As per site
preparation of mortar, pointing (1:3 cement sand mortar) etc., all
complete.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

Providing, preparing and installing formwork including necessary

C1:.05 supports and removing after completion for works in any type of sq m 530.00 575.01 304,755.19 796.71 575.01 458,116.05 0.50 1,000.00 530,000.00 1,000.00 796,710.00 266,710.00 Quantity Decrease, As per site
structure (Class F2 Finish).
C1.06 Supply and place geo textile as per design drawings. sq m 1,763.00 249.60 440,047.44 2,429.50 249.60 606,406.84 0.38 200.00 352,600.00 200.00 485,900.00 133,300.00 Quantity Increase, As per site

C1:.07 Providing and laying graded filter material including compaction. cu m 262.00 3,065.75 803,227.23 262.00 3,065.75 803,227.23 - 3,500.00 917,000.00 3,500.00 917,000.00 - No change, as per BOQ

C1.08 Providing and laying PVC pipe of 90 mm dia (pressure 2.5 kg / 62,896.50
Rm 391.00 324.43 126,851.48 530.77 324.43 172,196.83 0.36 450.00 175,950.00 450.00 238,846.50 No change, as per BOQ
cm2) for weep holes as instructed by the Engineer.
Total of Part C1: 19,770,402.17 44,960,475.63 29,656,550.00 62,321,539.40 32,664,989.40

C2 Reinforced Earth Retaining structures (Left Hand Side)

Supply of Green TERRAMESH® SYETEM assembled with

Biodegradable Erosion Control Blanket, welded mess panel and
integrated tail as reinforcement of length 3m that 3m that is made
C2.01 of mechanically woven, double twisted, hexagonal shaped steel
wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ),
Zn+PVC coated, Mechanically edged/selvedge, units provided
with 3 numbers of steel tie rods or triangular brackets connected at
site, as per Specification.

a GTM-3x2x0.83 Nos 31.00 7,551.51 234,096.72 7,551.51 - (1.00) 20,000.00 620,000.00 20,000.00 - (620,000.00) Quantity Decrease, As per site
Supply of TERRAMESH® SYETEM
unit with integrated tail as reinforcement of length 2m that is made
of mechanically woven, double twisted, hexagonal shaped steel
C2.02 wire mesh, Mesh type 10x12, Mesh wire dia
2.7/3.7mm(ID/OD ), Zn+PVC coated, Mechanically
edged/selvedge, as per Specification.
a a. TMS-3x2x0.5 Nos 1,942.00 3,580.87 6,954,047.10 1,661.00 3,580.87 5,947,822.98 (0.14) 7,000.00 13,594,000.00 7,000.00 11,627,000.00 (1,967,000.00) Quantity Decrease, As per site
b b. TMS-3x2x1.0 Nos 194.00 4,674.80 906,910.29 1,187.00 4,674.80 5,548,982.03 5.12 9,000.00 1,746,000.00 9,000.00 10,683,000.00 8,937,000.00 Quantity Increase, As per site
Supply of high strength flexible Goe grids(Para link) as primary
C2.03 reinforcement for composite soil reinforcement system made of
polyester core with polyethylene coating, as per Specification.
a a. Para link - PL 200 Sq.m. 14,687.00 596.02 8,753,690.40 18,358.75 596.02 10,942,113.00 0.25 1,600.00 23,499,200.00 1,600.00 29,374,000.00 5,874,800.00 Quantity Increase, As per site
9,399.25 596.02 5,602,140.98 596.02 5,602,140.98 5,602,140.98
b b. Para link - PL 300 Sq.m. 6,864.00 766.00 5,257,824.00 11,158.00 766.00 8,547,028.00 0.63 1,800.00 12,355,200.00 1,800.00 20,084,400.00 7,729,200.00 Quantity Increase, As per site

Supply and Installation of polyester needle punched non woven

C2.04 geo textile (150 g/sm) as per MoRTH 700 Type 3, as per
Specification.

a a. At the interface of boulder filling inside TMS and structural fill 1,494,920.00
Sq.m. 4,273.00 85.80 366,631.98 8,544.20 85.80 733,109.52 1.00 350.00 1,495,550.00 350.00 2,990,470.00 Quantity Increase, As per site
behind TMS
b b. Around Perforated Pipe Sq.m. 427.00 85.86 36,663.20 615.68 85.86 52,863.69 0.44 350.00 149,450.00 350.00 215,488.00 66,038.00 Quantity Decrease, As per site

C2.05 Providing 'U' Pins made of 8 mm dia made of Fe 500 steel of (45,000.00)
Nos 1,625.00 51.48 83,655.00 1,550.00 51.48 79,794.00 (0.05) 600.00 975,000.00 600.00 930,000.00 Quantity Increase, As per site
depth 400mm and width 200mm, as per Specification.

Supply of non woven coir mat blanket (Bio Mac CC) made with
C2.06 fully biodegradable coir fibers reinforced with fine polypropylene (67,500.00)
Sq.m. 1,625.00 292.60 475,475.00 1,550.00 292.60 453,530.00 (0.05) 900.00 1,462,500.00 900.00 1,395,000.00 Quantity Increase, As per site
netting secured on both sides with 20 stitches per meter of length
to form a strong quilted mat, as per specification.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

Supply of Machine Woven & Mechanically selvedge Gabion

C2.07 Mattress, double twisted, hexagonal shaped steel wire mesh, Mesh
type 10x12, Mesh wire dia 2.7/3.7mm (ID/OD ), Zn+PVC
coated, as per Specification.
a a. Box Size - 2X1X0.5 Nos 162.00 2,282.92 369,833.75 1,898.00 2,282.92 4,332,990.48 10.72 5,000.00 810,000.00 5,000.00 9,490,000.00 8,680,000.00 Quantity Increase, As per site
b b. Box Size - 2X1X1 Nos 16.00 3,266.66 52,266.50 360.00 3,266.66 1,175,996.25 21.50 7,000.00 112,000.00 7,000.00 2,520,000.00 2,408,000.00 Quantity Increase, As per site

C2.08 Supply of Drainage Composite (Mac Drain) with Geotextile on 1,135,225.00

Sq.m. 3,619.00 1,303.57 4,717,627.20 4,073.09 1,303.57 5,309,566.23 0.13 2,500.00 9,047,500.00 2,500.00 10,182,725.00 Quantity Decrease, As per site
both side of the core behind the structural fill, as per Specification.

Supply of Machine Woven, double twisted, hexagonal shaped

C2.09 steel wire mesh, Mesh type 10x12, Mesh wire dia Sq.m. 1,625.00 311.30 505,862.50 1,550.00 311.30 482,515.00 (0.05) 700.00 1,137,500.00 700.00 1,085,000.00 (52,500.00) Quantity Increase, As per site
2.7/3.7mm(ID/OD ), Zn+PVC coated, as per Specification.

Supply of perforated 200mm PVC pipe at the bottom of drainage

C2.10 composite and across the reinforced soil structure for collecting M. 812.00 2,411.58 1,958,206.25 802.60 2,411.58 1,935,537.36 (0.01) 2,500.00 2,030,000.00 2,500.00 2,006,500.00 (23,500.00) Quantity Decrease, As per site
and draining out the subsurface flow, as per Specification.

Supply of Structural fill behind TMS/GTM, spreading at site,

C2.11 compaction up to 95% at OMC as per modified proctor density at cum 21,551.00 1,455.03 31,357,287.00 53,924.00 1,455.03 78,460,876.26 1.50 300.00 6,465,300.00 300.00 16,177,200.00 9,711,900.00 Quantity Increase, As per site
maximum 200mm thickness all complete, as per Specification.

C2.12 Supply and filling of Boulders(150mm to 250mm) inside -

cum 1,942.00 1,643.17 3,191,034.60 1,942.00 1,643.17 3,191,034.60 - 3,500.00 6,797,000.00 3,500.00 6,797,000.00 Quantity Increase, As per site
Terramesh Facia as per Specification.
4,693.00 1,643.17 7,711,396.81 1,643.17 7,711,396.81 7,711,396.81

C2.13 Supply and filling of Vegetative Soil at the facia of GTM as per (39,000.00)
cum 39.00 1,455.30 56,756.70 - 1,455.30 - (1.00) 1,000.00 39,000.00 1,000.00 - Quantity Decrease, As per site
specification.
Total of Part C2: 65,277,868.19 140,507,297.19 82,335,200.00 138,871,320.80 56,536,120.80
Total of Part C: 85,048,270.36 185,467,772.82 111,991,750.00 201,192,860.19 89,201,110.19
Part: D Cross Drainage Structure
Pipe Culvert: Single Cell of 1.2m diameter
D1
Double Cell of 1.2m Diameter

Earthwork in excavation for foundation of structures including

D1.01 setting out, removal of stumps and other deleterious matter cu m 803.00 251.44 201,906.32 7,390.01 251.44 1,858,145.07 8.20 400.00 321,200.00 400.00 2,956,005.52 2,634,805.52 Quantity Increase, As per site
dressing of sides and bottom and including all lifts and leads
complete as per drawings and technical specification.

Plain Cement Concrete of M15/40 grade graded course aggregate

D1.02 for leveling course, for bedding of culverts, head wall etc. and cu m 36.00 12,280.23 442,088.42 204.86 12,280.23 2,515,728.69 4.69 17,000.00 612,000.00 17,000.00 3,482,620.00 2,870,620.00 Quantity Increase, As per site
annular space filling around footing in rock, complete as per
drawings and technical specification.

D1.03 Providing and laying and jointing NP4 (as per IS:458) Hume pipes rm 436.00 29,150.83 12,709,762.37 310.00 29,150.83 9,036,757.65 (0.29) 35,000.00 15,260,000.00 35,000.00 10,850,000.00 (4,410,000.00) Quantity Decrease, As per site
for culverts, complete as per technical specification.
D1.04 Providing & laying 1st Class bedding below Hume pipes cu m 475.00 2,883.45 1,369,636.45 - 2,883.45 - (1.00) 3,500.00 1,662,500.00 3,500.00 - (1,662,500.00) Quantity Decrease, As per site
with graded sand or other granular materials all complete.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

Back Filling behind head walls, wing walls/retaining and return

D1.05 wall and earth cushion around pipes or at any other location cu m 2,759.00 2,878.80 7,942,613.38 1,455.71 2,878.80 4,190,694.39 (0.47) 350.00 965,650.00 350.00 509,497.80 (456,152.20) Quantity Decrease, As per site
complete.
Structural Plain Cement Concrete M 20 for Head Walls, including
D1.06 formwork excluding reinforcement complete as per drawings cu m 224.00 13,935.95 3,121,652.20 84.06 13,935.95 1,171,469.67 (0.62) 25,000.00 5,600,000.00 25,000.00 2,101,525.00 (3,498,475.00) Quantity Decrease, As per site
technical specification.

D1.07 Providing and laying filter material underneath pitching in slopes cu m 64.00 3,324.76 212,784.41 150.00 3,324.76 498,713.46 1.34 3,500.00 224,000.00 3,500.00 525,000.00 301,000.00 Quantity Increase, As per site
complete as per drawings and technical specification Clause 2504

D1.08 Providing and laying Pitching on slopes laid over prepared filter cu m 126.00 8,673.74 1,092,891.44 162.72 8,673.74 1,411,391.23 0.29 17,000.00 2,142,000.00 17,000.00 2,766,240.00 624,240.00 Quantity Increase, As per site
material completes per drawings and technical specification.

Total of Part D1: 27,093,334.98 20,682,900.16 26,787,350.00 23,190,888.32 (3,596,461.68)

D2 RCC Box Culvert of size 1m x 6m x 5m
Earthwork in excavation for foundation of structures including
D2.01 setting out, removal of stumps and other deleterious matter cu m 1,007.00 251.44 253,203.13 3,359.02 251.44 844,602.91 2.34 400.00 402,800.00 400.00 1,343,609.20 940,809.20 Quantity Increase, As per site
dressing of sides and bottom and including all lifts and leads
complete as per drawings and technical specification.

Boulder/ Gravel/ Sand Filling in Foundation Trenches or below

D2.02 raft foundation of RCC box as per drawings & technical cu m 47.00 336.81 15,830.19 55.50 336.81 18,693.10 0.18 5,000.00 235,000.00 5,000.00 277,500.00 42,500.00 Quantity Increase, As per site
specification.
Plain Cement Concrete (Grade M 15) using 40 mm graded metal
D2.03 for leveling course, for bedding of culverts, head wall etc. and cu m 105.00 12,280.23 1,289,424.54 125.96 12,280.23 1,546,793.68 0.20 20,000.00 2,100,000.00 20,000.00 2,519,160.00 419,160.00 Quantity Increase, As per site
annular space filling around footing in rock, complete as per
drawings and technical specification.
Random Rubble Stone masonry work in cement mortar 1:3 for
D2.04 foundation/substructure including staging and treatment of Joints cu m 750.00 10,943.15 8,207,360.24 1,449.58 10,943.15 15,863,021.23 0.93 13,000.00 9,750,000.00 13,000.00 18,844,604.41 9,094,604.41 Quantity Increase, As per site
complete including other structures as per drowning and technical
specification.

D2.05 Providing pointing with Cement Mortar(1:3), complete as per Sqm 150.00 246.35 36,951.94 100.00 246.35 24,634.63 (0.33) 400.00 60,000.00 400.00 40,000.00 (20,000.00) No change, as per BOQ
technical specification.
Back Filling behind head walls, wing walls/retaining and return
D2.06 wall and earth cushion around pipes or at any other location cu m 827.00 2,878.42 2,380,449.62 1,302.83 2,878.42 3,750,073.40 0.58 250.00 206,750.00 250.00 325,706.40 118,956.40 No change, as per BOQ
complete as per drawings and technical specification.

Structural Plain Cement Concrete M15 for Encasing and

D2.07 Curtain wall etc. including formwork, excluding reinforcement cu m 56.00 12,392.07 693,956.01 18.52 12,392.07 229,501.17 (0.67) 20,000.00 1,120,000.00 20,000.00 370,400.00 (749,600.00) No change, as per BOQ
complete as per drawings, technical specification.
Structural Plain Cement Concrete M 20/20 grade for Head Walls,
D2.08 including formwork excluding reinforcement complete as per cu m 24.00 14,396.76 345,522.14 123.59 14,396.76 1,779,323.87 4.15 25,000.00 600,000.00 25,000.00 3,089,800.00 2,489,800.00 Quantity Increase, As per site
drawings
Structural Plain/Reinforced Cement Concrete M25/20 in
D2.09 foundation including formwork, excluding reinforcement complete cu m 221.00 20,173.34 4,458,307.76 306.86 20,173.34 6,190,390.59 0.39 30,000.00 6,630,000.00 30,000.00 9,205,800.00 2,575,800.00 Quantity Increase, As per site
as per drawings, technical specification.
Structural Plain/Reinforced Cement Concrete M 25/20 in
D2.10 substructure, parapet wall including formwork, excluding cu m 305.00 20,173.34 6,152,868.18 258.40 20,173.34 5,212,790.62 (0.15) 30,000.00 9,150,000.00 30,000.00 7,752,000.00 (1,398,000.00) Quantity Decrease, As per site
reinforcement complete as per drawings and technical
specification.
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

Reinforcement cement concrete M25/20 in superstructure

D2.11 including shuttering and excluding reinforcement complete as per cu m 117.00 20,181.96 2,361,289.25 182.34 20,181.96 3,679,978.47 0.56 30,000.00 3,510,000.00 30,000.00 5,470,200.00 1,960,200.00 Quantity Increase, As per site
drawings and technical specification.
Providing and Fixing in position HYSD/TMT reinforcement
D2.12 including cutting bending binding etc complete as per drawings MT 62.00 118,332.80 7,336,633.60 63.40 118,332.80 7,502,299.52 0.02 150,000.00 9,300,000.00 150,000.00 9,510,000.00 210,000.00 No change, as per BOQ
and specification.
Reinforcement cement concreteM30/20 in approach slab including
D2.13 shuttering and reinforcement complete as per drawings and cu m 57.00 26,952.05 1,536,266.85 - 26,952.05 - (1.00) 35,000.00 1,995,000.00 35,000.00 - (1,995,000.00) Quantity Decrease, As per site
technical specification.
Filler Joint : Providing & fixing 20 mm thick compressible fiber
D2.14 board in expansion joint complete as per drawings & technical rm 109.00 2,085.88 227,360.46 109.00 2,085.88 227,360.46 - 4,000.00 436,000.00 4,000.00 436,000.00 - Quantity Increase, As per site
specification
Providing weep holes in Plain/Reinforced concrete abutment, wing
wall, return wall with 100 mm dia PVC pipe, extending through
D2.15 the full width of the structure with slope of 1V :20H towards cu m 177.00 327.61 57,986.79 177.00 327.61 57,986.79 - 400.00 70,800.00 400.00 70,800.00 - No change, as per BOQ
drawings foce. Complete as per drawings and technical
specifications Section 2700

Providing and laying of filter material to a thickness of not less

than 600 mm with smaller size towards the soil and bigger size
D2.16 towards the wall and provided over the entire surface behind cu m 112.00 4,004.42 448,494.75 112.00 4,004.42 448,494.75 - 4,000.00 448,000.00 4,000.00 448,000.00 - No change, as per BOQ
abutment, wing wall and return wall to the full height compacted
to a firm condition complete as per drawings and technical
specification.

D2.17 Providing and laying filter material underneath pitching in slopes cu m 30.00 3,972.50 119,174.87 - 3,972.50 - (1.00) 4,000.00 120,000.00 4,000.00 - (120,000.00) No change, as per BOQ
complete as per drawings and technical specification

D2.18 Providing and laying Pitching on slopes laid over prepared filter cu m 59.00 8,811.93 519,904.07 - 8,811.93 - (1.00) 17,000.00 1,003,000.00 17,000.00 - (1,003,000.00) No change, as per BOQ
material completes per drawings and technical specification.

Providing and laying of Boulder apron on river bed for Protection

D2.19 agnaistscour with stone boulders weighing not less than 40 kg cu m 108.00 4,312.82 465,784.03 - 4,312.82 - (1.00) 3,000.00 324,000.00 3,000.00 - (324,000.00) No change, as per BOQ
each as per technical specification.

D2.20 Providing Floor Apron with 300mm thick plum concrete complete cu m 79.00 12,378.16 977,875.01 174.60 12,378.16 2,161,264.70 1.21 14,000.00 1,106,000.00 14,000.00 2,444,442.00 1,338,442.00 Quantity Increase, As per site
as per technical specification
Providing and Constructing RCC crash barrier M40 grade
D2.21 including centering, shuttering and reinforcement (Concrete 0.3 cu rm 29.00 14,328.57 415,528.59 - 14,328.57 - (1.00) 20,000.00 580,000.00 20,000.00 - (580,000.00) No change, as per BOQ
m/Rmt and steel 28 kg/Rmt etc all complete as per approved
drawingss and technical specification.

D2.22 Providing and fixing of drainage spouts along with drain pipes as rm 4.00 2,281.39 9,125.54 - 2,281.39 - (1.00) 5,000.00 20,000.00 5,000.00 - (20,000.00) No change, as per BOQ
complete as per drawings and technical specifications.
Total of Part D2: 38,309,297.59 49,537,209.89 49,167,350.00 62,148,022.01 12,980,672.01
Total of Part D: 65,402,632.56 70,220,110.04 75,954,700.00 85,338,910.33 9,384,210.33
Part: E Schedule of Day Works
E1.01 Labour
a Skilled labour (Mason, Carpenter, mechanics etc.) per-day 100.00 720.00 72,000.00 100.00 720.00 72,000.00 - 1,000.00 100,000.00 1,000.00 100,000.00 - No change, as per BOQ

b Unskilled labour (Including Unskilled, helpers, assistant operators -

per-day 200.00 590.00 118,000.00 200.00 590.00 118,000.00 - 800.00 160,000.00 800.00 160,000.00 No change, as per BOQ
etc.)
 Government of Nepal
Ministry of Defence
Nepal Army
Kathmandu Terai/Madesh Fast Track Express Way (KTFT)
Bhadrakali,Kathmandu, Nepal
Chainage:- 42+000 to 44+450
Contract No:- KTFT/NCB/WORKS/2074/075-21
Variation Order No.3
Name of the Project: Kathmandu Terai/Madesh Fast Track Express Way (KTFT) Contract Effective Date: March 11th 2018
Financed By: Nepal Government Completion Date: 18 months
Contract No:- KTFT/NCB/WORKS/2074/075-21 New Completion date up to this variation 24th Nov 2019
Name of Contractor : Raman - Apex - Mainachuli J/V [+/-] in estimate wrt original with VAT & PS cost in NRs: (39,680,625.88)
Original Cost estimate with Vat & ps Nrs: 935,108,419.59 percentage increase or decrease in estimate wrt original estimate: -4.243%
Original Contract Amount with Vat & ps Nrs: 931,965,149.60 Revised Contract amount after this variation with VAT & PS in NRs: 898,689,993.04
Revise cost estimate (till date)with VAT & PS Nrs: 895,427,793.71 [+/-] in amount after this variation wrt original contract with VAT & PS cost in NRs: (33,275,156.56)
Actual Expenditure till Date Nrs: 679,261,564.50 Percentage increase or decrease in estimate wrt original estimate: -3.57

New Contract Amount after this variation in

Original Cost Estimate Revised Cost Estimate Original contract Amount
% Change wrt NRs
Change in Amount wrt
Item No. Description of Works Unit original contract Amount Reasons For changes in Quantity
Estimate
Quantity Rate (NRs.) Amount Quantity Rate Amount Rate Amount Rate Amount

E1.02 Material
a Cement bag 500.00 760.00 380,000.00 500.00 760.00 380,000.00 - 1,100.00 550,000.00 1,100.00 550,000.00 - No change, as per BOQ
b Sand cu m 100.00 2,200.00 220,000.00 100.00 2,200.00 220,000.00 - 2,500.00 250,000.00 2,500.00 250,000.00 - No change, as per BOQ
c Stone cu m 1,200.00 1,250.00 1,500,000.00 1,200.00 1,250.00 1,500,000.00 - 2,500.00 3,000,000.00 2,500.00 3,000,000.00 - No change, as per BOQ
E1.03 Equipments
a Tippers 8 ton capacity including all complete hrs 300.00 1,990.00 597,000.00 300.00 1,990.00 597,000.00 - 2,000.00 600,000.00 2,000.00 600,000.00 - No change, as per BOQ
b Excavator 200 PC or Equivalent including all complete hrs 150.00 4,717.00 707,550.00 150.00 4,717.00 707,550.00 - 6,500.00 975,000.00 6,500.00 975,000.00 - No change, as per BOQ
c Loaders including all complete hrs 150.00 4,100.00 615,000.00 150.00 4,100.00 615,000.00 - 6,500.00 975,000.00 6,500.00 975,000.00 - No change, as per BOQ
d Rollers 8 ton vibratory all complete hrs 50.00 2,600.00 130,000.00 50.00 2,600.00 130,000.00 - 6,500.00 325,000.00 6,500.00 325,000.00 - No change, as per BOQ
e Grader all complete hrs 50.00 4,300.00 215,000.00 50.00 4,300.00 215,000.00 - 10,000.00 500,000.00 10,000.00 500,000.00 - No change, as per BOQ
Total of Part E: 4,554,550.00 4,554,550.00 7,435,000.00 7,435,000.00
Part: F Provisional Sum
F1.01 Provisional Sum ps 1.00 40,000,000.00 1.00 - 40,000,000.00 - 40,000,000.00 1.000 40,000,000.00 - No change, as per BOQ
Total of Part F: 40,000,000.00 40,000,000.00 40,000,000.00 40,000,000.00 -
Total of Part A to Part F: 827,529,574.85 792,413,976.73 824,747,920.00 795,300,878.79 (29,447,041.21) -3.57%
VAT 13% 107,578,844.73 103,013,816.98 107,217,229.60 103,389,114.24 (3,828,115.36)
Grand Total 935,108,419.59 895,427,793.71 931,965,149.60 898,689,993.04 (33,275,156.56) -3.57%
Submitted By Checked By Checked By Checked By Checked By Recommended By Recommended By Approved By Approved By
Name : Ramesh Bd. Adhikari Name : Gobardhan Banskota Name : Arbind Shrestha Name : Rupak Raj Bista Name : Name : Name : Name : Name :
Designation: Partner Incharge Designation:Sector Designation:Sector Designation:Head,Planning & Designation:Head,Implementation Designation:Head of Designation: Designation:Project
Designation:Site Incharge
Name of Firm: Raman/Apex/Mainachuli JV Individual Consultant Commander Design Division & Operation Division Procurement Division Deputy Project Chief
Chief

………………………………………………………………… …………………………………… ………………………………… ……………………………… ………………… ……………………… …………………… …………………………………………………………

Seal and Signature Signature: Signature: Signature: Signature: Signature: Signature: Signature: Signature:
Date: Date: Date: Date: Date: Date: Date: Date: Date:
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Part : A General
Insurance of the works, plants and materials also including other
A1.01 property, personal injury or death of contractor employee, Ls 1.00 5,000,000.00 5,000,000.00 1.00 5,000,000.00 5,000,000.00 1.00 5,000,000.00 1.00 5,000,000.00 0.00 0.00 - No Change
employer's employee and other people and third party

Total of Bill A 5,000,000.00 5,000,000.00 5,000,000.00 5,000,000.00 -

Total of Part A: 5,000,000.00 5,000,000.00 5,000,000.00 5,000,000.00 -

Part : B Earthwork for Road Construction along the Alignment

Earthwork in excavation including Setting Out, Removal of Tree
B1.01 roots and stumps, clearance of site along the alignment,
disposal/stock piling of extra material lead upto 1 km all complete.

a Missing qty in BOQ and

Hard Rock cu.m - 810.00 251,259.83 810.00 203,520,460.80 203,242.48 164,626,406.17 175,299.06 141,992,241.72 -27,943.41 -22,634,164.45 (11.12) Revised as per site
b Soft Rock cu m 552,319.00 300.00 165,695,700.00 156,534.74 300.00 46,960,421.61 154,321.64 46,296,493.28 169,229.78 50,768,933.50 14,908.13 4,472,440.23 9.52 Decrese As per Site
c Soil/Sand/Gravel/Boulder mix material cu m 487,552.00 350.00 170,643,200.00 431,458.35 350.00 151,010,420.91 463,116.83 162,090,890.15 478,914.73 167,620,154.73 15,797.90 5,529,264.58 3.66 Decrese As per Site

d Transportation of Earthwork Disposal/Stock Piling lead upto 5 km Decrese As per Site

cu m 311,961.00 250.00 77,990,250.00 262,449.10 250.00 65,612,276.13 307,945.14 76,986,284.63 307,945.14 76,986,284.63 0.00 0.00 -
all complete as directed by Engineer
Formation of embankment from excavated material in road - way
B1.02 excavation including watering, compacting in a layer not exceeding Qty decrese due to
cu m 546,572.00 310.00 169,437,320.00 371,496.47 310.00 115,163,906.17 54,178.05 16,795,195.50 54,178.050 16,795,195.50 0.00 0.00 -
of 150mm compacted depth, lead upto 5 km as per the bridge
specification, all complete, as instructed by the Engineer.
Clearance of landslides, debris from culverts and side drains
B1.03 including haulage and disposal, all complete as directed by cu m 3,000.00 200.00 600,000.00 10,856.49 200.00 2,171,298.20 10,856.49 2,171,298.20 10,856.491 2,171,298.20 0.00 0.00 - Qty increase as per site
Engineer.
Total of Bill B 584,366,470.00 584,438,783.81 468,966,567.92 456,334,108.28 (12,632,459.64)
Total of Part B: 584,366,470.00 584,438,783.81 468,966,567.92 456,334,108.28 (12,632,459.64)
Part : C Earth Retaining Structures
C1 Gabion/Masonry retaining structures

C1:.01 Excavation for Structures (Cross drainage, Retaining & off-road cu m 3,580.00 400.00 1,432,000.00 3,580.00 400.00 1,432,000.00 27,536.78 11,014,712.00 28,262.578 11,305,031.20 725.80 290,319.20 20.27 Qty increase as per site
structures) in common material including hard rock, all complete

C1.02 Provide and place M 15/40 grade concrete including compaction,

cu m 75.00 17,000.00 1,275,000.00 75.00 17,000.00 1,275,000.00 94.62 1,608,540.00 118.334 2,011,678.00 23.71 403,138.00 31.62 Qty increase as per site
curing, testing etc, all complete.
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Supply and assembly of machine made mechanically selvedged

gabion and mattresses produced from double twisted heavy coated
cu m 1,476.00 8,500.00 12,546,000.00 1,476.00 8,500.00 12,546,000.00 1,845.00 15,682,500.00 1,845.000 15,682,500.00 0.00 0.00 - Qty increase as per site
C1:.03 GI wire, of hexagonal mesh size 100 mm x 120 mm, with mesh
wire 3 mm, selvedge wire 3.9 mm, lacing wire 2.4 mm and stone
filling in gabion including transport and fixing of gabion in
position, all complete.
4,560.67 1,789.50 8,161,318.97 2,108.500 9,616,172.70 319.00 1,454,853.73 New Rate
Providing and laying random rubble stone masonry in cement sand
C1.04 mortar M5 for structure work including scaffolding, curing,
cu m 956.00 13,000.00 12,428,000.00 956.00 13,000.00 12,428,000.00 1,527.50 19,857,500.00 1,635.977 21,267,701.00 108.48 1,410,201.00 11.35 Qty increase as per site
preparation of mortar, pointing (1:3 cement sand mortar) etc., all
complete.
Providing, preparing and installing formwork including necessary
C1:.05 supports and removing after completion for works in any type of sq m 530.00 1,000.00 530,000.00 530.00 1,000.00 530,000.00 796.71 796,712.00 796.710 796,710.00 0.00 -2.00 (0.00)
structure (Class F2 Finish).
C1.06 Supply and place geotextile as per design drawingss. sq m 1,763.00 200.00 352,600.00 1,763.00 200.00 352,600.00 2,429.50 485,900.00 2,429.500 485,900.00 0.00 0.00 -

C1:.07 Providing and laying graded filter material including compaction. cu m 262.00 3,500.00 917,000.00 262.00 3,500.00 917,000.00 262.00 917,000.00 262.000 917,000.00 0.00 0.00 -

C1.08 Providing and laying PVC pipe of 90 mm dia (pressure 2.5 kg /

Rm 391.00 450.00 175,950.00 391.00 450.00 175,950.00 391.00 175,950.00 530.770 238,846.50 139.77 62,896.50 35.75
cm2) for weep holes as instructed by the Engineer.
Total of Part C1: 29,656,550.00 29,656,550.00 58,700,132.97 62,321,539.40 3,621,406.43

C2 Reinforced Earth Retaining structures (Left Hand Side)

Supply of Green TERRAMESH® SYETEM assembled with

Biodegradable Erosion Control Blanket, welded mess panel and
integrated tail as reinforcement of length 3m that 3m that is made
C2.01 of mechanically woven, double twisted, hexagonal shaped steel
- -
wire mesh, Mesh type 10x12, Mesh wire dia 2.7/3.7mm(ID/OD ),
Zn+PVC coated, Mechanically edged/selvedged, units provided
with 3 numbers of steel tie rods or triangular brackets connected at
site, as per Specification.

a GTM-3x2x0.83 Nos 31.00 20,000.00 620,000.00 31.00 20,000.00 620,000.00 - - - 0.00 0.00 - Decrese As per Site
Supply of TERRAMESH® SYETEM - -
unit with integrated tail as reinforcement of length 2m that is made
of mechanically woven, double twisted, hexagonal shaped steel
C2.02 wire mesh, Mesh type 10x12, Mesh wire dia
2.7/3.7mm(ID/OD ), Zn+PVC coated,Mechanically
edged/selvedged, as per Specification.
a a. TMS-3x2x0.5 Nos 1,942.00 7,000.00 13,594,000.00 1,942.00 7,000.00 13,594,000.00 1,773.00 12,411,000.00 1,661.000 11,627,000.00 -112.00 -784,000.00 (5.77) Decrese As per Site
b b. TMS-3x2x1.0 Nos 194.00 9,000.00 1,746,000.00 194.00 9,000.00 1,746,000.00 1,286.00 11,574,000.00 1,187.000 10,683,000.00 -99.00 -891,000.00 (51.03) Qty increase as per site
Supply of high strength flexible Goegrids(Paralink) as primary
C2.03 reinforcement for composite soil reinforcement system made of - -
polyster core with polyethylene coating, as per Specification.
Sq.m. 14,687.00 1,600.00 23,499,200.00 14,687.00 1,600.00 23,499,200.00 18,358.75 29,374,000.00 18,358.750 29,374,000.00 0.00 0.00 - Qty increase as per site
a a. Paralink - PL 200
596.02 7,528.25 4,486,987.56 9,399.250 5,602,140.98 1,871.00 1,115,153.42 New Rate
b b. Paralink - PL 300 Sq.m. 6,864.00 1,800.00 12,355,200.00 6,864.00 1,800.00 12,355,200.00 12,031.00 21,655,800.00 11,158.000 20,084,400.00 -873.00 -1,571,400.00 (12.72) Qty increase as per site
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Supply and Installation of polyester needle punched non woven

C2.04 geotextile (150 g/sm) as per MoRTH 700 Type 3, as per - -
Specification.

a a. At the interface of boulder filling inside TMS and structural fill

Sq.m. 4,273.00 350.00 1,495,550.00 4,273.00 350.00 1,495,550.00 7,517.40 2,631,090.00 8,544.200 2,990,470.00 1,026.80 359,380.00 24.03
behind TMS
b b. Around Perforated Pipe Sq.m. 427.00 350.00 149,450.00 427.00 350.00 149,450.00 369.60 129,360.00 615.680 215,488.00 246.08 86,128.00 57.63
C2.05 Providing 'U' Pins made of 8 mm dia made of Fe 500 steel of depth
Nos 1,625.00 600.00 975,000.00 1,625.00 600.00 975,000.00 1,550.00 930,000.00 1,550.000 930,000.00 0.00 0.00 -
400mm and width 200mm, as per Specification.
Supply of non woven coir mat blanket (BioMac CC) made with
C2.06 fully biodegradable coir fibers reinforced with fine polypropylene
Sq.m. 1,625.00 900.00 1,462,500.00 1,625.00 900.00 1,462,500.00 1,550.00 1,395,000.00 1,550.000 1,395,000.00 0.00 0.00 -
netting secured on both sides with 20 stitches per meter of length to
form a strong quilted mat, as per specification.

Supply of Machine Wooven & Mechanically selvedged Gabion

C2.07 Mattress, double twisted, hexagonal shaped steel wire mesh, Mesh
- -
type 10x12, Mesh wire dia 2.7/3.7mm (ID/OD ), Zn+PVC
coated, as per Specification.
a a. Box Size - 2X1X0.5 Nos 162.00 5,000.00 810,000.00 162.00 5,000.00 810,000.00 1,766.00 8,830,000.00 1,898.000 9,490,000.00 132.00 660,000.00 81.48 Qty increase as per site
b b. Box Size - 2X1X1 Nos 16.00 7,000.00 112,000.00 16.00 7,000.00 112,000.00 350.00 2,450,000.00 360.000 2,520,000.00 10.00 70,000.00 62.50 Decrese As per Site

C2.08 Supply of Drainage Composite (MacDrain) with Geotextile on both

Sq.m. 3,619.00 2,500.00 9,047,500.00 3,619.00 2,500.00 9,047,500.00 3,265.00 8,162,500.00 4,073.090 10,182,725.00 808.09 2,020,225.00 22.33
side of the core behind the structural fill, as per Specification.

Supply of Machine Wooven, double twisted, hexagonal shaped

C2.09 steel wire mesh, Mesh type 10x12, Mesh wire dia Sq.m. 1,625.00 700.00 1,137,500.00 1,625.00 700.00 1,137,500.00 1,550.00 1,085,000.00 1,550.000 1,085,000.00 0.00 0.00 -
2.7/3.7mm(ID/OD ), Zn+PVC coated, as per Specification.
Supply of perforated 200mm PVC pipe at the bottom of drainage
C2.10 composite and across the reinforced soil structure for collecting and M. 812.00 2,500.00 2,030,000.00 812.00 2,500.00 2,030,000.00 840.00 2,100,000.00 802.600 2,006,500.00 -37.40 -93,500.00 (4.61)
draining out the subsurface flow, as per Specification.

Supply of Structural fill behind TMS/GTM, spreading at site,

C2.11 compaction upto 95% at OMC as per modified proctor density at cum 21,551.00 300.00 6,465,300.00 21,551.00 300.00 6,465,300.00 53,924.00 16,177,200.00 53,924.000 16,177,200.00 0.00 0.00 -
maximum 200mm thickness all complete, as per Specification.

Supply and filling of Boulders(150mm to 250mm) inside 1,942.00 3,500.00 6,797,000.00 1,942.00 3,500.00 6,797,000.00 1,942.00 6,797,000.00 1,942.000 6,797,000.00 0.00 0.00 - Qty increase as per site
C2.12 cum
Terramesh Facia as per Specification. 1,643.17 4,681.00 7,691,678.77 4,693.000 7,711,396.81 12.00 19,718.04 New Rate

C2.13 Supply and filling of Vegetative Soil at the facia of GTM as per
cum 39.00 1,000.00 39,000.00 39.00 1,000.00 39,000.00 - - - 0.00 0.00 -
specification.
Total of Part C2: 82,335,200.00 82,335,200.00 137,880,616.34 138,871,320.80 990,704.46
Total of Part C: 111,991,750.00 111,991,750.00 196,580,749.30 201,192,860.19 4,612,110.89
Part: D Cross Drainage Structure
Pipe Culvert: Single Cell of 1.2m diameter
D1
Double Cell of 1.2m Diameter
Earthwork in excavation for foundation of structures including
D1.01 setting out, removal of stumps and other deleterious matter dressing
cu m 803.00 400.00 321,200.00 803.00 400.00 321,200.00 5,961.83 2,384,730.00 7,390.014 2,956,005.52 1,428.19 571,275.52 177.86
of sides and bottom and including all lifts and leads complete as per
drawingss and technical specification.
Plain Cement Concrete of M15/40 grade graded course aggregate
D1.02 for leveling course, for bedding of culverts, head wall etc. and
cu m 36.00 17,000.00 612,000.00 36.00 17,000.00 612,000.00 212.52 3,612,755.00 204.860 3,482,620.00 -7.65 -130,135.00 (21.26)
annular space filling around footing in rock, complete as per
drawings and technical specification.

D1.03 Providing and laying and jointing NP4 (as per IS:458) Hume pipes Qty decrese as per site
rm 436.00 35,000.00 15,260,000.00 436.00 35,000.00 15,260,000.00 310.00 10,850,000.00 310.000 10,850,000.00 0.00 0.00 -
for culverts, complete as per technical specification.
D1.04 Providing & laying 1st Class bedding below Hume pipes with Qty decrese as per site
cu m 475.00 3,500.00 1,662,500.00 475.00 3,500.00 1,662,500.00 - - - 0.00 0.00 -
graded sand or other granular materialas all complete.
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Back Filling behind head walls, wing walls/retaining and return

D1.05 wall and earth cushion around pipes or at any other location cu m 2,759.00 350.00 965,650.00 2,759.00 350.00 965,650.00 1,421.81 497,634.55 1,455.708 509,497.80 33.90 11,863.25 1.23
complet.
Structural Plain Cement Concrete M 20 for Head Walls, including
D1.06 formwork excluding reinforcement complete as per drawings cu m 224.00 25,000.00 5,600,000.00 224.00 25,000.00 5,600,000.00 42.90 1,072,500.00 84.061 2,101,525.00 41.16 1,029,025.00 18.38
technical specification.

D1.07 Providing and laying filter material underneath pitching in slopes Qty increase as per site
cu m 64.00 3,500.00 224,000.00 64.00 3,500.00 224,000.00 150.00 525,000.00 150.000 525,000.00 0.00 0.00 -
complete as per drawings and technical specification Clause 2504

D1.08 Providing and laying Pitching on slopes laid over prepared filter Qty increase as per site
cu m 126.00 17,000.00 2,142,000.00 126.00 17,000.00 2,142,000.00 162.72 2,766,240.00 162.720 2,766,240.00 0.00 0.00 -
material completeas per drawings and technical specification.
Total of Part D1: 26,787,350.00 26,787,350.00 21,708,859.55 23,190,888.32 1,482,028.77
D2 RCC Box Culvert of size 1m x 6m x 5m
Earthwork in excavation for foundation of structures including
D2.01 setting out, removal of stumps and other deleterious matter dressing Qty increase as per site
cu m 1,007.00 400.00 402,800.00 1,007.00 400.00 402,800.00 1,913.75 765,500.00 3,359.023 1,343,609.20 1,445.27 578,109.20 143.52
of sides and bottom and including all lifts and leads complete as per
drawings and technical specification.

D2.02 Boulder/ Gravel/ Sand Filling in Foundation Trenches or below raft

cu m 47.00 5,000.00 235,000.00 47.00 5,000.00 235,000.00 55.50 277,500.00 55.500 277,500.00 0.00 0.00 -
foundation of RCC box as per drawings & technical specification.

Plain Cement Concrete (Grade M 15) using 40 mm graded metal

D2.03 for leveling course, for bedding of culverts, head wall etc. and
cu m 105.00 20,000.00 2,100,000.00 105.00 20,000.00 2,100,000.00 230.515 4,610,300.00 125.958 2,519,160.00 -104.56 -2,091,140.00 (99.58)
annular space filling around footing in rock, complete as per
drawings and technical specification.
Random Rubble Stone masonary work in cement mortar 1:3 for
D2.04 foundation/substructure including staging and treatment of Joints Qty increase as per site
cu m 750.00 13,000.00 9,750,000.00 750.00 13,000.00 9,750,000.00 1,390.56 18,077,280.00 1,449.585 18,844,604.41 59.02 767,324.41 7.87
complete including other structures as per drawning and technical
specification.

D2.05 Providing pointing with Cement Mortar(1:3), complete as per

Sqm 150.00 400.00 60,000.00 150.00 400.00 60,000.00 150.00 60,000.00 100.000 40,000.00 -50.00 -20,000.00 (33.33)
technical specification.
Back Filling behind head walls, wing walls/retaining and return
D2.06 wall and earth cushion around pipes or at any other location cu m 827.00 250.00 206,750.00 827.00 250.00 206,750.00 1,183.148 295,787.00 1,302.826 325,706.40 119.68 29,919.40 14.47
complete as per drawings and technical specification.

Structural Plain Cement Concrete M15 for Encasing and Curtain

D2.07 wall etc. including formwork, excluding reinforcement complete cu m 56.00 20,000.00 1,120,000.00 56.00 20,000.00 1,120,000.00 56.00 1,120,000.00 18.520 370,400.00 -37.48 -749,600.00 (66.93)
as per drawings, technical specification.

Structural Plain Cement Concrete M 20/20 grade for Head Walls,

D2.08 including formwork excluding reinforcement complete as per cu m 24.00 25,000.00 600,000.00 24.00 25,000.00 600,000.00 24.00 600,000.00 123.592 3,089,800.00 99.59 2,489,800.00 414.97
drawings
Structural Plain/Reinforced Cement Concrete M25/20 in
D2.09 foundation including formwork, excluding reinforcement complete cu m 221.00 30,000.00 6,630,000.00 221.00 30,000.00 6,630,000.00 302.33 9,069,840.00 306.860 9,205,800.00 4.53 135,960.00 2.05 Qty increase as per site
as per drawings, technical specification.
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Structural Plain/Reinforced Cement Concrete M 25/20 in

D2.10 substructure, parapet wall including formwork, excluding cu m 305.00 30,000.00 9,150,000.00 305.00 30,000.00 9,150,000.00 258.40 7,752,000.00 258.400 7,752,000.00 0.00 0.00 - Qty increase as per site
reinforcement complete as per drawings and technical specification.

Reinforcement cement concrete M25/20 in superstructure including

D2.11 shuttering and excluding reinforcement complete as per drawings cu m 117.00 30,000.00 3,510,000.00 117.00 30,000.00 3,510,000.00 182.90 5,486,880.00 182.340 5,470,200.00 -0.56 -16,680.00 (0.48) Qty increase as per site
and technical specification.
Providing and Fixing in position HYSD/TMT reinforcement
D2.12 including cutting bending binding etc complete as per drawings and MT 62.00 150,000.00 9,300,000.00 62.00 150,000.00 9,300,000.00 62.00 9,300,000.00 63.400 9,510,000.00 1.40 210,000.00 2.26 Qty increase as per site
specification.
Reinforcement cement concreteM30/20 in approach slab including
D2.13 shuttering and reinforcement complete as per drawings and cu m 57.00 35,000.00 1,995,000.00 57.00 35,000.00 1,995,000.00 - - - 0.00 0.00
technical specification.
Filler Joint : Providing & fixing 20 mm thick compressible fiber
D2.14 board in expansion joint complete as per drawings & technical rm 109.00 4,000.00 436,000.00 109.00 4,000.00 436,000.00 109.00 436,000.00 109.000 436,000.00 0.00 0.00 - Qty increase as per site
specification
Providing weep holes in Plain/Reinforced concrete abutment, wing
wall, return wall with 100 mm dia PVC pipe, extending through the
D2.15 full width of the structure with slope of 1V :20H towards drawings cu m 177.00 400.00 70,800.00 177.00 400.00 70,800.00 177.00 70,800.00 177.000 70,800.00 0.00 0.00 -
foce. Complete as per drawings and technical specifications Section
2700

Providing and laying of filter material to a thickness of not less

than 600 mm with smaller size towards the soil and bigger size
D2.16 towards the wall and provided over the entire surface behind
cu m 112.00 4,000.00 448,000.00 112.00 4,000.00 448,000.00 112.00 448,000.00 112.000 448,000.00 0.00 0.00 -
abutment, wing wall and return wall to the full height compacted to
a firm condition complete as per drawings and technical
specification.

D2.17 Providing and laying filter material underneath pitching in slopes

cu m 30.00 4,000.00 120,000.00 30.00 4,000.00 120,000.00 30.00 120,000.00 - - -30.00 -120,000.00 (100.00)
complete as per drawings and technical specification

D2.18 Providing and laying Pitching on slopes laid over prepared filter
cu m 59.00 17,000.00 1,003,000.00 59.00 17,000.00 1,003,000.00 59.00 1,003,000.00 - - -59.00 -1,003,000.00 (100.00)
material completeas per drawings and technical specification.

Providing and laying of Boulder apron on river bed for Protection

D2.19 agnaistscour with stone boulders weighing not less than 40 kg each cu m 108.00 3,000.00 324,000.00 108.00 3,000.00 324,000.00 108.00 324,000.00 - - -108.00 -324,000.00 (100.00)
as per technical specification.

D2.20 Providing Floor Apron with 300mm thick plum concrete cmplete
cu m 79.00 14,000.00 1,106,000.00 79.00 14,000.00 1,106,000.00 175.74 2,460,360.00 174.603 2,444,442.00 -1.14 -15,918.00 (1.44)
as per technical specification
Providing and Constructing RCC crash barrier M40 grade
D2.21 including centering, shuttering and reinforcement (Concrete 0.3 cu
rm 29.00 20,000.00 580,000.00 29.00 20,000.00 580,000.00 29.00 580,000.00 - - -29.00 -580,000.00 (100.00)
m/Rmt and steel 28 kg/Rmt etc all complete as per approved
drawingss and technical specification.

D2.22 Providing and fixing of drainage spouts along with drain pipes as
rm 4.00 5,000.00 20,000.00 4.00 5,000.00 20,000.00 4.00 20,000.00 - - -4.00 -20,000.00 (100.00)
complete as per drawings and technical specifications.
Total of Part D2: 49,167,350.00 49,167,350.00 62,877,247.00 62,148,022.01 (729,224.99)
Total of Part D: 75,954,700.00 75,954,700.00 84,586,106.55 85,338,910.33 752,803.78
 GOVERNMENT OF NEPAL
MINISTRY OF DEFENCE
NEPALI ARMY
KATHMANDU – TERAI/MADESH FAST TRACK (EXPRESS WAY) ROAD PROJECT (Chainage: km 42+000 to km 44+450)
CONTRACT NO.: KTFT/NCB/WORKS/2074/075-21

Accepted Contract Amount with PS without 13% VAT = 824,747,920.00

As per site Requirement (V.O. Difference (
As Per Original As Per VO 01 As Per VO 02 Quantity
03) Vo.03-Vo.02)
Item No Description of works Unit Change in Reason
Qty Rate Amount Qty Rate Amount Qty. Amount Quantity Amount in NRs. %

Part: E Schedule of Day Works

E1.01 Labour
a Skilled labour (Mason, Carpenter, mechanics etc.) per-day 100.00 1,000.00 100,000.00 100.00 1,000.00 100,000.00 100.00 100,000.00 100.00 100,000.00 0.00 0.00 -

b Unskilled labour (Including Unskilled, helpers, assistant operators

per-day 200.00 800.00 160,000.00 200.00 800.00 160,000.00 200.00 160,000.00 200.00 160,000.00 0.00 0.00 -
etc.)
E1.02 Material
a Cement bag 500.00 1,100.00 550,000.00 500.00 1,100.00 550,000.00 500.00 550,000.00 500.00 550,000.00 0.00 0.00 -
b Sand cu m 100.00 2,500.00 250,000.00 100.00 2,500.00 250,000.00 100.00 250,000.00 100.00 250,000.00 0.00 0.00 -
c Stone cu m 1,200.00 2,500.00 3,000,000.00 1,200.00 2,500.00 3,000,000.00 1,200.00 3,000,000.00 1,200.00 3,000,000.00 0.00 0.00 -
E1.03 Equipments
a Tippers 8 ton capacity including all complete hrs 300.00 2,000.00 600,000.00 300.00 2,000.00 600,000.00 300.00 600,000.00 300.00 600,000.00 0.00 0.00 -
b Excavator 200 PC or Equivalent including all complete hrs 150.00 6,500.00 975,000.00 150.00 6,500.00 975,000.00 150.00 975,000.00 150.00 975,000.00 0.00 0.00 -
c Loaders including all complete hrs 150.00 6,500.00 975,000.00 150.00 6,500.00 975,000.00 150.00 975,000.00 150.00 975,000.00 0.00 0.00 -
d Rollers 8 ton vibratory all complete hrs 50.00 6,500.00 325,000.00 50.00 6,500.00 325,000.00 50.00 325,000.00 50.00 325,000.00 0.00 0.00 -
e Grader all complete hrs 50.00 10,000.00 500,000.00 50.00 10,000.00 500,000.00 50.00 500,000.00 50.00 500,000.00 0.00 0.00 -
Total of Part E: 7,435,000.00 7,435,000.00 7,435,000.00 7,435,000.00 -
Part: F Provisional Sum
F1.01 Provisional Sum ps 1.00 40,000,000.00 1.00 40,000,000.00 40,000,000.00 1.000 40,000,000.00 1.00 40,000,000.00 0.000 0.00 - not used yet
Total of Part F: 40,000,000.00 40,000,000.00 40,000,000.00 40,000,000.00 -
Total of Part A to Part F: 824,747,920.00 824,820,233.81 802,568,423.77 795,300,878.79 (7,267,544.97) (0.88)
VAT 13% 107,217,229.60 107,226,630.39 104,333,895.09 103,389,114.24 (944,780.85)
Grand Total 931,965,149.60 932,046,864.20 906,902,318.86 898,689,993.04 (8,212,325.82)

Submitted By Checked By Checked By Verified By

…………………………… ……………………………… ……………………………… ……………………………………………………………….

Contractor's Autorized Representative Designation:Sector Individual Consultant Site Incharge Sector Commander
Date: Date: Date: Date:
Part A : General
Part B Earthwork for Road Construction along
the Alignment
Part C : Earth Retaining Structures
 Part D : Reinforced Earth
Retaining structures (Left Hand Part :
Side)
art : E Cross Drainage Structure Part : F
: F Schedule of Day Works Part : G
Part : G Provisional Sum
QUANITY
QUANITY COLLECTION SHEET
DRAWINGS M
Masonry and Gabion Wall