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Ministry of External Affairs Government of India

Up-gradation to Paved Road Standard of the Existing Roads in Terai Region of Nepal

INTERNATIONAL COMPETITIVE BIDDING (ICB)

BIDDING DOCUMENTS

ITEM RATE CONTRACT

Tender No: MEA/Nepal/Terai Roads/ Phase-1/2010/05

Volume – 2

April 2010

Ministry of External Affairs

Government of India

BIDDING DOCUMENT

INTERNATIONAL COMPETITIVE BIDDING (ICB) ITEM RATE CONTRACT

(CIVIL WORKS)

Strengthening & Up-gradation to Paved Road Standard

of the Existing Roads in Terai Region of Nepal

Tender No: MEA/Nepal/HW/Terai Roads/ Phase-1/2010/05

GLOBAL CONTENTS

VOLUME No.

SECTION No.

PARTICULARS

Volume – 1

Section –I Invitation for Bids Section –II Instructions to Bidders Section –III Bidding Data Section IV General Conditions of Contract – Part I

Section –V Conditions of Particular Application (COPA) – Part II

Section -VI Technical Specifications Section -VII Form of Bid, Appendix to Bid, and Bid

Security Section –IX Form of Agreement, Forms of

Performance Security, and Bank Guarantee for Advance Payment

Section XI Qualification Information Forms Volume – 2 Section -VIII Bill of Quantities Volume – 3 Section - X Drawings

Ministry of External Affairs Government of India

BIDDING DOCUMENT

INTERNATIONAL COMPETITIVE BIDDING (ICB)

ITEM RATE CONTRACT

(CIVIL WORKS) Strengthening & Up-gradation to Paved Road Standard of

the Existing Roads in Terai Region of Nepal

Tender No: MEA/Nepal/HW/Terai Roads/ Phase-1/2010/05

CONTENTS

VOLUME No.

SECTION No.

PARTICULARS PAGE No.

Volume – 2

Section -VIII

Bill of Quantities

Gross Summary 1-1 PRN - 105: MRM (Birendrabazar) - Yadukuha - Mahinathpur Road

1-17

Summary of Cost 1-1 Page Collection 2-2 BOQ 3-17 PRN - 106: Janakpur to Yadukuha Road

1-17

Summary of Cost 1-1 Page Collection 2-2 BOQ 3-17 PRN - 115: Janakpur to Jatahi Road

1-17

Summary of Cost 1-1 Page Collection 2-2 BOQ 3-17 PRN - 118: Janakpur - Bhittamod Road

1-17

Summary of Cost 1-1 Page Collection 2-2 BOQ 3-17

Volume - IISection -VIII: Bill Of Quantities (BoQ)

In figures In words

Civil works

1PRN - 105: MRM (Birendrabazar) - Yadukuha - Mahinathpur Road

2 PRN - 106: Janakpur to Yadukuha Road

3 PRN - 115: Janakpur to Jatahi Road

4 PRN - 118: Janakpur - Bhittamod Road

TOTAL BID SUM (1+2+3+4) - in Figures:

TOTAL BID SUM (1+2+3+4) - in Words:

GROSS SUMMARY OF COST

Amount in Nepali Rupees (NRs)Sr No. Description

Page1 of 1

Volume - IISection -VIII: Bill Of QuantitiesProject Road No.: 105Name of the Road :MRM (Birendrabazar) - Yadukuha - Mahinathpur Road

Description

Civil Works In figures In words

1 Site Clearance and Dismantling

2 Earthworks

3 Sub-Base and Base Courses

4 Bituminous Works

5 Cross Drainage Structures

6 Drainage and Protective Works

7 Traffic signs & road appurtenance

8 Miscellaneous Items

9 Provisional Sums

Total Bid Sum ( in Figures):

Total Bid Sum ( in Words):

Carried to Gross Summary of Cost

Bill No.

SUMMARY OF COST

Amount in Nepali Rupees (NRs)

Page1 of 17


Bill No.

Total Bid Prices (NRs in Figures) Total Bid Prices (NRs in Words)

1 SITE CLEARANCE AND DISMANTLING

Page No.3 Sub Total

2 EARTH WORKS Page No.4 Sub Total

3 SUB-BASE AND BASE COURSES

Page No.5 Sub Total

4 BITUMINOUS WORKS

Page No.6 Sub Total

5 Page No.7

Page No.8

Page No.9

Page No.10

Sub Total

6 Page No.11

Page No.12

Page No.13

Sub Total

7 Page No.14

Page No.15

Sub Total

8 MISCELLANEOUS ITEMS

Page No.16 Sub Total

9 PROVISIONAL SUMS


Bill of Quantity

Description

Page Collection

CROSS DRAINAGE STRUCTURES

DRAINAGE AND PROTECTIVE WORKS

TRAFFIC SIGNS & ROAD APPURTENANCE

Page2 of 17


(In Figures) (In Words)1.01 Clearing and Grubbing road land by mechanical means complete as

per Drawings and Technical Specifications Clause 201 ha 461.02 Dismantling structures and pavement including disposal of resulting

material and / or salvaging useful materials by mechanical meanscomplete as per Technical Specifications Clause 202 with all leads &lifts.a) Brick Masonry/Stone Masonry cum 450b) Plain Cement Concrete cum 40c) Reinforced Concrete cum 30d) Pavement coursesi) Bituminous Courses cum Nilii) Granular Courses cum 6569e) Stone/Brick Pitching cum Nilf) RCC Pipes Lm 350g) Guard rails,edging, kerbs, gutters and fencing etc. m Nilh) kilometer,Hectometer stone nos Nil

1.03 Removal of stumps including stacking of serviceable material with allleads & lifts and earth filling in the depression/pit as per TechnicalSpecifications Clause 201 or as directed by the Engineer.

a) Girth above 300 mm to 600 mm nos 16b) Girth above 600mm to 900 mm nos 11c) Girth above 900 to 1800 mm nos 4d) Girth above 1800 mm nos 18

Carried to Page Collection in FiguresCarried to Page Collection in Words

Description of ItemItem No.

Bill of QuantityBILL NO. 1 : SITE CLEARANCE AND DISMANTLING

Amount (NRs)Unit Rate (NRs)QuantityUnit

Page3 of 17


(In Figures) (In Words)2.01 Excavation in Roadway, shoulder for widening of road necessary for

construction of road including handling & stacking of or hauling to sidesof road embankment and sub grade construction, disposal of unsuitablematerials in specified manner and trimming & finishing of surface to thespecified camber & grade complete as per Technical SpecificationsClause 302 with all leads & lifts.a) All types of soil cum 7100b) Marshy Soil cum Nil

2.02 Construction of road embankment with approved material from borrowareas complete as per Drawings and Technical Specifications Clause301 with all leads and lifts cum 138800

2.03 Construction of embankment with suitable material deposited at site fromroadway and drainage excavation with all leads and lifts complete as perTechnical Specifications Clause 301 cum 52800

2.04 Construction of sub-grade complete as per Drawings and TechnicalSpecifications Clause 303 with all leads and liftsa) With approved material from borrow area cum 97600b) With approved material available from road side and drainageexcavation cum Nil

2.05 Construction of hard shoulder with approved material complete as perDrawings and Technical Specifications Clause 401 & 407 with all leadsand liftsa) With Granular material cum 17000b) With Selected Earth cum 9000c)With the gravel obtained from the existing carriageway excavation cum 6300

2.06 Turfing side slope of road with grass sods, complete as per TechnicalSpecifications Clause 309 sqm 195000

2.07 Removal of unsuitable material / expansive soil / marshy soil by boxcutting and replacement with approved material from borrow areascomplete as per Technical Specifications Clauses 301 and 302. cum Nil

2.08 Loosening & Recompacting original ground supporting theembankment/sub grade as per Technical Specifications Clause 301, 302and 303.a) Ground supporting Embankment cum 23389b) Sub grade cum 5847


Amount (NRs)Unit Quantity

Bill of QuantityBILL NO. 2 : EARTH WORKS


Unit Rate (NRs)

Page4 of 17


(In Figures) (In Words)3.01 Providing, laying, spreading and compacting the Granular sub base

(Grade II) having minimum CBR of 20 (4-Days soaked) includingprofile corrective course as per Drawings and Technical SpecificationsClause 401 cum 48500

3.02 Providing & construction of Wet Mix Macadam (WMM) base withapproved material complete as per Technical Specifications Clause406 or as directed by Engineer.

cum 197003.03 Providing and fixing precast concrete edge block M20 on prepared

sub base adjacent to carriageway according to lines, grade and cross-section shown on the Drawings and as per Technical SpecificationsClause 407 m 66750


Bill of QuantityBILL NO. 3 : SUB-BASE AND BASE COURSES

Amount (NRs)Unit QuantityDescription of ItemItem No.

Unit Rate (NRs)

Page5 of 17


(In Figures) (In Words)4.01 Providing and applying prime coat with slow setting bitumen emulsion

grade SS-1 over granular surface complete as per TechnicalSpecifications Clause 502a) @ 7.0 kg to 10.0 kg /10 sqm sqm 129600

4.02 Providing, laying and compacting two coats Surface Dressing aswearing course as per Technical Specifications Clause 507.a) First Coat of Surface Dressing with Nominal chipping size 13.2 mm

sqm 129600b) Second Coat of Surface Dressing with Nominal chipping size 9.5 mm sqm 129600

4.03 Provision and Construction of Rumble Strips covered with PremixBituminous Material 15-20 mm high, 250 mm wide placed at 1 mcentre to centre at approved location to control speed complete asper Drawings and Technical Specifications Clause 508 and AdditionalTechnical Specifications Clause A-5 m 2380


Quantity Unit Rate (NRs)

Bill of QuantityBILL NO. 4 : BITUMINOUS WORKS

Amount (NRs)UnitDescription of ItemItem No.

Page6 of 17


(In Figures) (In Words)5.01 Excavation for foundation of structures including setting out,

construction of shoring and bracing, removal of stumps and otherdeleterious material, draining and pumping, dressing of sides andbottom preparation of rocky foundation and backfilling of trenches withexcavated suitable material and disposal of all surplus material with allleads and lifts complete as per Drawings and Technical SpecificationsClause 305.a) Ordinary soil cum 9000b) Marshy soil cum Nil

5.02 Providing & laying filter media behind abutment, wing wall, return walland below causeway complete as per Drawings and TechnicalSpecifications Clauses 301,1204 and 1302 cum 550

5.03 Providing and laying back filling behind abutments, splayed wing walls,return wall or any other area with selected imported granular materialsof approved quality complete as per Drawings and TechnicalSpecifications Clause 1204 or as directed by Engineer with followingproperties:(a) c =0, (b) Ø >= 30º, (c) γ = 1.8t/m3 cum 625

5.04 Plain cement concrete M-10 for levelling course below pipe, headwall,abutment, wing wall, returnwall etc., including centering and shutteringall complete as per Drawings and Technical Specifications Sections800, 900, 1100 & 1200 cum 300

5.05 Plain Cement concrete for foundation, substructure, return wall, wingwall, head wall, causeway, pillar, bedding and providing of 100 mm diaAC pipe weep holes including staging complete as per Drawings andTechnical Specifications Sections 800,900,1100 & 1200.

a) M-15 grade cum 2720b) M-20 grade cum 600


Amount (NRs)Unit Rate (NRs)

Bill of QuantityBILL NO. 5 : CROSS DRAINAGE STRUCTURES

Item No.

QuantityUnitDescription of Item

Page7 of 17


(In Figures) (In Words) Amount (NRs)Unit Rate (NRs)


Item No.


5.06 Structural Cement concrete for Reinforced concrete in substructure /super structure complete as per Drawings and TechnicalSpecifications Sections 800,900,1100 & 1200a) M-20 grade cum Nilb) M-25 grade cum 30

5.07 Providing and laying in position RCC box cell structures i/c provisionof weep holes complete as per Drawings and Technical SpecificationsSections 800, 900 and 1200 or as directed by Engineer

a) Grade M 15 cum Nilb) Grade M 20 cum 390c) Grade M 25 cum Nil

5.08 Providing and Fixing in position Thermo-Mechanically Treated (TMT)Fe-415 or of higher grade reinforcement bars in foundations,Substructures, Superstructures etc. Complete as per Drawings andTechnical Specifications Section 1000. t 30

5.09 Providing, laying and jointing NP-3 (as per IS: 458) RCC pipes forculverts complete as per Drawings and Technical SpecificationsSection 1100a) Diameter 600 mm m Nilb) Diameter 900 mm m 580c) Diameter 1000 mm m 550d) Diameter 1200 mm m Nil

5.10 Construction of RCC railing of M25 grade in cast-in-situ, true to lineand Grade, tolerance of vertical railing post not to exceed 1 in 500,centre-to-centre spacing between vertical post not to exceed 2000 mmas per Drawings and Technical Specifications Section 900, Clause1208 or as directed by Engineer m 130


Page8 of 17




Item No.


5.11 Providing and laying in position Reinforced Cement Concrete gradeM 25 in approach slabs including reinforcement and Formwork as perDrawings and Technical Specifications Sections 800 and 1200 or asdirected by Engineer cum Nil

5.12 Providing and laying Type B (First class) bedding below pipescomplete as per Technical Specifications Clause 1105 or as directedby Engineer cum 475

5.13 Providing and laying Coursed Rubble Stone masonry work in Headwalls, Wing walls, Return walls & Curtain walls with cement mortar 1:3i/c provision of weep holes complete as per Drawings, TechnicalSpecifications Section 700 and as directed by Engineer. cum 900

5.14 Providing and laying 300 mm thick stone pitching in slope complete asper Drawings and Technical Specifications Clause 1302 cum 550

5.15 Providing and laying 150 mm thick filter media underneath stonepitching in slope complete as per Drawings and TechnicalSpecifications Clause 1302 cum 200

5.16 Providing and laying boulder apron complete as per Drawings andTechnical Specifications Section 1300, no fragment weighing less than25 kg laid dry complete as per Drawings and Technical SpecificationsClause 1301 cum 1350

5.17 Providing and laying 150mm thick flat stone flooring embedded in300mm thick cement concrete (M-15) complete as per Drawings andTechnical Specifications Clause 1303 cum 425

5.18 Providing and fixing in position Filler Type Expansion Joints completeas per Drawings and Technical Specifications Section 1200 or asdirected by Engineer Rm 180

5.19 Supplying, filling and fixing of Tar Paper bearing complete as perDrawings or as directed by Engineer sqm 15

5.20 Providing and fixing in position drainage spouts complete as perDrawings and Technical Specifications Clause 1209 or as directed byEngineer nos Nil


Page9 of 17




Item No.


5.21 Synthetic enamel painting of Culvert/bridges No. and spanArrangement as per IRC:7 and as per Technical Specifications Section1700 or as directed by Engineer. sqm 30

5.22 Providing and applying two coats of White washing on Parapet wallsComplete as per Technical Specifications Clause 1915 sqm 600

5.23 Providing and carrying out repairs of headwall, protection works forexisting causeways complete as per Technical Specifications Section1400.a) Providing and laying in position Random Rubble stone masonrywork in cement mortar (1:5) complete as per Drawings and TechnicalSpecifications Sections 700, 1200 and 1300 or as directed byEngineer. cum Nilb) Providing and laying of boulder apron laid in wire crates with 4mmdia. GI wire confirming to IS: 280 and IS: 4826 in 100mm X 100mmmesh (Woven diagonally) filled with stone boulders weighing not morethan 40kg each complete as per Technical Specifications Clause1301 cum Nil

5.24 (a)

Providing and laying Coursed Rubble Stone masonry work in Cut-offwalls of new Causeways with cement mortar 1:3 complete as perDrawings, Technical Specifications Section 700 or as directed byEngineer. cum Nil

5.24 (b)

Construction of Roller Compacted Concrete Pavement (RCCP) as per Drawings and Technical Specification Clause 1502 cum Nil

5.25 Providing and laying 75mm thick cement concrete wearing course M30 grade including reinforcement complete as per Drawings andTechnical Specifications Clause 1206 cum 50


Page10 of 17


(In Figures) (In Words)6.01 Construction of surface unlined ditch drain or catch water Earthen

drain in line and grade to drain out water in all types of soil completeas per Drawings, Technical Specifications Clause 307 or as directedby the Engineer m 48780

6.02 Providing & constructing lined drain i/c making of weep holes as perDrawings and Technical Specifications Sections 300, 600, 700, 800,900 & 1200 or as directed by Engineer.

a) Brick masonary Draini) Excavation for foundation of structures in all types of soil includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious material, draining and pumping, dressing ofsides and bottom preparation of rocky foundation and backfilling oftrenches with excavated suitable material and disposal of all surplusmaterial with all leads & lifts complete as per Drawings and TechnicalSpecifications Clause 305. cum 6500ii) Providing P.C.C M-10 for levelling course including centering andshuttering all complete as per Drawings and Technical SpecificationsSections 800, 900 & 1200 cum 700iii) Providing M-20 concrete for reinforced concrete in top slabcomplete as per Drawings and Technical Specifications Sections800,900 & 1200. cum 25iv) Providing M-15 concrete for reinforced concrete in bottom slabcomplete as per Drawings and Technical Specifications Sections800,900 & 1200. cum 50v) Providing M-15 concrete (P.C.C.) for Edge Stone Guide in OpenBrick Masonry Drain complete as per Drawings and TechnicalSpecifications Sections 800,900 & 1200. cum 600vi) Brick masonry work in cement mortar (1:4) complete excludingpointing and plastering as per Drawings and Technical SpecificationsSection 600. cum 1800vii) Plastering with cement mortar (1:4) with neat cement punning, 15 mm thick on walls & 25mm thick on floor of Drain as per Drawing and Technical Specifications Clause 613 Sqm 12000


Item No. QuantityUnitDescription of Item Unit Rate (NRs)

Bill of Quantity BILL NO. 6 : DRAINAGE AND PROTECTIVE WORKS

Amount (NRs)

Page11 of 17


(In Figures) (In Words)Item No. QuantityUnitDescription of Item Unit Rate (NRs)


Amount (NRs)

6.02 a)

viii) Providing and Fixing in position Thermo-Mechanically Treated(TMT) Fe-415 or of higher grade reinforcement bars complete as perDrawings and Technical Specifications Section 1000. Tonne 6ix) Providing of no fines conc. Blocks of size 150x150x75 in cementaggregate ratio of 1:5 by weight behind weep holes of Drain as perTechnical Specifications Sections 800,900 and 1200 or as directed byEngineer. nos 500

b) Providing and constructing Trapezoidal Random Rubble MasonryDrain as per Drawing and Technical Specifications Clause 307 or asdirected by Engineer. m 11254

6.03 Construction of Drainage chute spaced at 10m c/c on highembankment slopes as per Drawing,Technical Specifications Clause1305 or as directed by Engineeri) Providing & constructing of Chute in cement concrete grade M-15over C.C. foundation of M-15 including provision of 1m wide stonepitching on both sides of chute as per Drawing and TechnicalSpecifications Clause 1302 and 1305 m 80ii) Providing & constructing water collection kerb and channel with M-20 concrete on foundation of M-15 concrete at the edge of shoulder asper Drawing and Technical specifications Clause 1305 m 250iii) Providing and laying Random Rubble Stone masonry work incement mortar 1:5 in apron at chute end as per Drawing,TechnicalSpecifications Section 700 or as directed by Engineer cum 75

6.04 Providing & constructing of Banded Retaining wall/Toe wall/Breastwall including provision of weep holes complete as per Drawings andTechnical Specifications Clause 1604a) Excavation for foundation of structures in all types of soil includingsetting out, construction of shoring and bracing, removal of stumpsand other deleterious material, draining and pumping, dressing ofsides and bottom preparation of rocky foundation and backfilling oftrenches with excavated suitable material and disposal of all surplusmaterial with all leads & lifts complete as per Drawings and TechnicalSpecifications Clause 305. cum 290


Page12 of 17


(In Figures) (In Words)Item No. QuantityUnitDescription of Item Unit Rate (NRs)


Amount (NRs)

6.04 b) Providing P.C.C M-10 for levelling course including centering andshuttering all complete as per Drawings and Technical SpecificationsSections 800, 900 & 1200 cum 45c) Providing and laying Random Rubble Stone masonry work withcement mortar 1:5 complete as per Drawings, TechnicalSpecifications Section 700 or as directed by Engineer cum 360d) Providing and laying filter media complete as per Drawings,Technical Specifications Section 1300 and as directed by Engineer cum Nile) Providing and laying back filling with selected granular materials ofapproved quality complete as per Drawings, Technical SpecificationsSubclause 301.5.6, Clause 1204 and IRC:78 (Appendix-6) or asdirected by Engineer cum Nilf) Providing Dry Random Rubble Stone Masonry Work in BandedRetaining wall complete as per Drawings and Technical SpecificationsSection 700 and Clause 1604. cum Nilg) Providing and laying 300 mm thick stone pitching in slope completeas per Drawings and Technical Specifications Section 1300

cum 216h) Providing and laying 150 mm thick granular filter materialunderneath stone pitching complete as per Drawings and TechnicalSpecifications Section 1300 cum 108

6.05 Preparation of gabion crate with 4mm dia GI wire conforming to IS:280and IS:4826 including cutting of gabion wire and weaving of gabioncrate, placement lacing by binding wire and filling by stone with leastdimension of 200mm, all loose ends to be tied with 4mm galvanizedsteel wire as per Drawings and Additional Technical SpecificationsClause A - 6 cum 40


Page13 of 17


(In Figures) (In Words)7.01 Providing and fixing of precast plain cement concrete (M-20) kerb

including foundation Concrete M-10 as per Drawings and AdditionalTechnical Specifications Clause A-11 m Nil

7.02 Providing and fixing Hazard Marker sign board complete as perDrawings and Technical Specifications Clause 1701 nos. 12

7.03 Providing & fixing 200 m & kilometer stone complete as per Drawingsand Technical Specifications Clause 1703a) 200 m stone nos 130b) Kilometer stone nos 27c) 5 th Kilometer stone nos 6

7.04 Providing and fixing of Guard stones/Delineators of RCC Grade M-25and of standard design as per IRC-25 fixed position as per Drawingsand Additional Technical Specifications Clause A-7 (including cost ofreinforcement). nos 520

7.05 Painting lines, dashes, arrows, etc. on roads in two coats with readymixed road marking paint conforming to IS:164 onbituminous/concrete surface, including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and traffic control asper Drawings and Technical Specifications Clause 1702 sqm 150


Unit Rate (NRs)

Bill of QuantityBILL NO. 7 : TRAFFIC SIGNS & ROAD APPURTENANCE

Amount (NRs)QuantityItem No. UnitDescription of Item

Page14 of 17


(In Figures) (In Words)Unit Rate (NRs)



7.06 Supplying and fixing of traffic sign board complete as per TechnicalSpecifications Clause 1701 or as directed by Engineera) Informatory signs i) Advance Direction signs 1500mmx 900mm nos 15ii) Facility and General information 800mmx 600mm nos 3iii) Place Identification Sign 800mmx 600mm nos 23iv) Route Marker sign 800 X 600mm nos 16b) Mandatory / Cautionary signsi) Octagon 300 mm side (Stop Sign) nos 1ii) Triangular 750 mm side (Cautionary) nos 59iii) Circular 600mm Dia Speed Limit nos 19

7.07 Providing, Laying and Compacting interlocking Precast concrete M30grade paver block of size 200x100x60mm as per Drawings andTechnical Specifications Clause 1504. sqm 4500

7.08 Providing and Laying of 250mm dia, 900mm long RCC M25 grade Guide Posts @ 1.20m c/c on Flush Causeways as per Drawings and Technical Specifications Clause 1401. nos Nil


Page15 of 17


(In Figures) (In Words)8.01 Supply of colour record photographs negative and three colour prints

of size 10 cm x 15 cm each mounted in album complete as perTechnical Specifications Clause 118. nos 330

8.02 Supply of additional prints of size 10 cm x 15 cm of colourPhotographs complete as per Technical Specifications Clause 118. nos 170

8.03 Construction of 5.5 m wide temporary diversion with 200 mm thickearthen Sub grade and 75 mm thick gravel surface course includingcross drainage works where necessary and maintenance thereofincluding traffic control and safety complete as per TechnicalSpecifications Clauses 111,303, 401 and 1701 Lm 3500

8.04 Supplying color video cassette & CD ROM records during constructionconsisting of each set of edited master cassette & CD with 4 copies ofeach cassettes & CD ROM complete as per Additional TechnicalSpecifications Clause A - 4, or as directed by Engineer

Set 48.05 Providing and maintaining vehicle for the Engineer and Supervisory

Staff i/c provision of drivers, POL etc. complete as per AdditionalTechnical Specifications Clause A-3 and/or as directed by theEngineer for an average running of 3000km per montha) A/C vehicle, 4WD having cylinder capacity of minimum 2500cc or more

veh. Month 30

b) Vehicle 4WD having cylinder capacity of minimum 2000cc or more veh. Month 90

8.06 Providing Mobile Handset with Camera facility and necessary networkconnection to the Engineer and Supervisory Staff alongwith paymentof monthly bill of NRs.1500/- as per Additional TechnicalSpecifications Clause A - 2

instrument

month 1508.07 Providing & maintaining Site Office of 100 sqm covered area for

Supervisory Staff as per Additional Technical Specifications Clause A-8 month 30


Description of Item Unit Rate (NRs)

Bill of QuantityBILL NO. 8 : MISCELLANEOUS

Amount (NRs)Item No. QuantityUnit

Page16 of 17


(In Figures) (In Words)9.01 Providing and maintaining of furnished residential accomodation for

Engineer and its staff complete i/c household articles, furniture andpayment of rentals, electricity bills,landline telephone bills, watersupply bills etc. as per Additional Technical Specifications Clause A-9

LS 2,600,0009.02 Providing and maintaining of furnished office accomodation for

Engineers and other Supervisory Staff complete i/c office furniture &fixtures,equipments, payment of rentals, electricity bills, landlinetelephone bills, water supply bills, security guards and consumableslike office stationary etc. as per Additional Technical SpecificationsClause A-1 LS 2,600,000

9.03 Environmental Monitoring, Mitigation Measures & Miscllaneousmeasures as per Additional Technical Specifications Clause A-10 LS 3,249,000

Carried to Page Collection in FiguresCarried to Page Collection in Words Eighty Four Lakh and Forty Nine Thousand Only

Bill of QuantityBILL NO. 9 : PROVISIONAL SUMS

Amount (NRs)Item No. QuantityUnitDescription of Item Unit Rate (NRs)

8,449,000

Page17 of 17

Volume - IISection -VIII: Bill Of QuantitiesProject Road No.: 106Name of the Road :Janakpur to Yadukuha Road

Description



2 Earthworks


4 Bituminous Works





9 Provisional Sums




Sqm

SUMMARY OF COST

Amount in Nepali Rupees (NRs)Bill No.

Page1 of 17


Bill No.



Page No.3 Sub Total



Page No.5 Sub Total

4 BITUMINOUS WORKS

Page No.6 Sub Total

5 Page No.7

Page No.8

Page No.9

Page No.10

Sub Total

6 Page No.11

Sqm

Page No.13

Sub Total

7 Page No.14

Page No.15

Sub Total



9 PROVISIONAL SUMS


Bill of Quantity

Description

Page Collection




Page2 of 17




material and / or salvaging useful materials by mechanical meanscomplete as per Technical Specifications Clause 202 with all leads &lifts.a) Brick Masonry/Stone Masonry cum 900b) Plain Cement Concrete cum 130c) Reinforced Concrete cum 40d) Pavement coursesi) Bituminous Courses cum 17ii) Granular Courses cum 1745e) Stone/Brick Pitching cum Nilf) RCC Pipes m 450g) Guard rails,edging, kerbs, gutters and fencing etc. m Nilh) kilometer,Hectometer stone nos Nil




UnitDescription of ItemItem No.


Amount (NRs)Unit Rate (NRs)Quantity

Page3 of 17



construction of road including handling & stacking of or hauling tosides of road embankment and sub grade construction, disposal ofunsuitable materials in specified manner and trimming & finishing ofsurface to the specified camber & grade complete as per TechnicalSpecifications Clause 302 with all leads & lifts.a) All types of soil cum 6900b) Marshy Soil cum Nil


2.03 Construction of embankment with suitable material deposited at sitefrom roadway and drainage excavation with all leads and liftscomplete as per Technical Specifications Clause 301 cum 38000


2.05 Construction of hard shoulder with approved material complete as perDrawings and Technical Specifications Clause 401 & 407 with allleads and liftsa) With Granular material Sqm 9000b) With Selected Earth cum 5550c)With the gravel obtained from the existing carriageway excavation cum 1700



2.08 Loosening & Recompacting original ground supporting theembankment/sub grade as per Technical Specifications Clause 301,302 and 303.a) Ground supporting Embankment cum 9250b) Sub grade cum 6150




Unit Rate (NRs)

Page4 of 17




3.02 Providing & construction of Wet Mix Macadam (WMM) base withapproved material complete as per Technical Specifications Clause406 or as directed by Engineer. cum 11000

3.03 Providing and fixing precast concrete edge block M20 on preparedsub base adjacent to carriageway according to lines, grade and cross-section shown on the Drawings and as per Technical SpecificationsClause 407 m 35650




Unit Rate (NRs)

Page5 of 17








Item No. Quantity Unit Rate (NRs)


Amount (NRs)UnitDescription of Item

Page6 of 17










Amount (NRs)


Item No.

QuantityUnitDescription of Item Unit Rate (NRs)

Sqm

Page7 of 17


(In Figures) (In Words) Amount (NRs)


Item No.


5.06 Structural Cement concrete for Reinforced concrete in substructure /super structure complete as per Drawings and TechnicalSpecifications Sections 800,900,1100 & 1200a) M-20 grade cum Nilb) M-25 grade cum 50







Page8 of 17




Item No.










5.19 Supplying, filling and fixing of Tar Paper bearing complete as perDrawings or as directed by Engineer sqm 30



Page9 of 17




Item No.





5.24 (a)

Providing and laying Coursed Rubble Stone masonry work in Cut-offwalls of new Causeways with cement mortar 1:3 complete as perDrawings, Technical Specifications Section 700 or as directed byEngineer. cum 200

5.24 (b)

Construction of Roller Compacted Concrete Pavement (RCCP) as per Drawings and Technical Specification Clause 1502 cum 100



Page10 of 17








Amount (NRs)Item No.


Page11 of 17


(In Figures) (In Words)




6.02 a)



6.03 Construction of Drainage chute spaced at 10m c/c on highembankment slopes as per Drawing,Technical Specifications Clause1305 or as directed by Engineeri) Providing & constructing of Chute in cement concrete grade M-15over C.C. foundation of M-15 including provision of 1m wide stonepitching on both sides of chute as per Drawing and Technical m 162ii) Providing & constructing water collection kerb and channel with M-20 concrete on foundation of M-15 concrete at the edge of shoulder asper Drawing and Technical specifications Clause 1305 m 360iii) Providing and laying Random Rubble Stone masonry work incement mortar 1:5 in apron at chute end as per Drawing,TechnicalSpecifications Section 700 or as directed by Engineer cum 125



Page12 of 17










Page13 of 17







7.05 Painting lines, dashes, arrows, etc. on roads in two coats with readymixed road marking paint conforming to IS:164 onbituminous/concrete surface, including cleaning the surface of all dirt,dust and other foreign matter, demarcation at site and traffic control asper Drawings and Technical Specifications Clause 1702

sqm 150Carried to Page Collection in FiguresCarried to Page Collection in Words


Amount (NRs)QuantityItem No. UnitDescription of Item Unit Rate (NRs)

Sqm

Page14 of 17




Amount (NRs)QuantityItem No. UnitDescription of Item Unit Rate (NRs)



7.08 Providing and Laying of 250mm dia, 900mm long RCC M25 grade Guide Posts @ 1.20m c/c on Flush Causeways as per Drawings and Technical Specifications Clause 1401. nos 110


Page15 of 17









veh. Month 30



instrument






Sqm

Page16 of 17







Carried to Page Collection in FiguresCarried to Page Collection in Words Forty Four Lakh and Thiry Six Thousand Only



4,436,000

Page17 of 17

Volume - IISection -VIII: Bill Of QuantitiesProject Road No.: 115Name of the Road :Janakpur to Jatahi Road

Description



2 Earthworks


4 Bituminous Works





9 Provisional Sums



SUMMARY OF COST



Page1 of 17


Bill No.



Page No.3 Sub Total



Page No.5 Sub Total

4 BITUMINOUS WORKS

Page No.6 Sub Total

5 Page No.7

Page No.8

Page No.9

Page No.10

Sub Total

6 Page No.11

Page No.12

Page No.13

Sub Total

7 Page No.14

Page No.15

Sub Total



9 PROVISIONAL SUMS


Bill of Quantity

Description

Page Collection




Page2 of 17




material and / or salvaging useful materials by mechanical meanscomplete as per Technical Specifications Clause 202 with all leads &lifts.a) Brick Masonry/Stone Masonry cum 250b) Plain Cement Concrete cum 30c) Reinforced Concrete cum 15d) Pavement coursesi) Bituminous Courses cum 882ii) Granular Courses cum 2337e) Stone/Brick Pitching cum Nilf) RCC Pipes m 210g) Guard rails,edging, kerbs, gutters and fencing etc. m Nilh) kilometer,Hectometer stone nos Nil






Amount (NRs)Unit Rate (NRs)QuantityUnit

Page3 of 17







2.05 Construction of hard shoulder with approved material complete as perDrawings and Technical Specifications Clause 401 & 407 with allleads and liftsa) With Granular material cum 5000b) With Selected Earth cum 2650c)With the gravel obtained from the existing carriageway excavation cum 3100







Unit Rate (NRs)

Page4 of 17









Unit Rate (NRs)

Page5 of 17








Quantity Unit Rate (NRs)


Amount (NRs)UnitDescription of ItemItem No.

Page6 of 17










Amount (NRs)



Page7 of 17


(In Figures) (In Words)Amount (NRs)



5.06 Structural Cement concrete for Reinforced concrete in substructure /super structure complete as per Drawings and TechnicalSpecifications Sections 800,900,1100 & 1200a) M-20 grade cum Nilb) M-25 grade cum Nil







Page8 of 17













5.19 Supplying, filling and fixing of Tar Paper bearing complete as perDrawings or as directed by Engineer sqm Nil



Page9 of 17








5.24 (a)


5.24 (b)




Page10 of 17









Page11 of 17





6.02 a)



6.03 Construction of Drainage chute spaced at 10m c/c on highembankment slopes as per Drawing,Technical Specifications Clause1305 or as directed by Engineeri) Providing & constructing of Chute in cement concrete grade M-15over C.C. foundation of M-15 including provision of 1m wide stonepitching on both sides of chute as per Drawing and Technical m 108ii) Providing & constructing water collection kerb and channel with M-20 concrete on foundation of M-15 concrete at the edge of shoulder asper Drawing and Technical specifications Clause 1305 m 360iii) Providing and laying Random Rubble Stone masonry work incement mortar 1:5 in apron at chute end as per Drawing,TechnicalSpecifications Section 700 or as directed by Engineer cum 110



Page12 of 17







6.05 Preparation of gabion crate with 4mm dia GI wire conforming to IS:280and IS:4826 including cutting of gabion wire and weaving of gabioncrate, placement lacing by binding wire and filling by stone with leastdimension of 200mm, all loose ends to be tied with 4mm galvanizedsteel wire as per Drawings and Additional Technical SpecificationsClause A - 6 cum Nil


Page13 of 17









Unit Rate (NRs)



Page14 of 17





7.06 Supplying and fixing of traffic sign board complete as per TechnicalSpecifications Clause 1701 or as directed by Engineera) Informatory signs i) Advance Direction signs 1500mmx 900mm nos 12ii) Facility and General information 800mmx 600mm nos 2iii) Place Identification Sign 800mmx 600mm nos 15iv) Route Marker sign 800 X 600mm nos 9b) Mandatory / Cautionary signsi) Octagon 300 mm side (Stop Sign) nos Nilii) Triangular 750 mm side (Cautionary) nos 29iii) Circular 600mm Dia Speed Limit nos 2


7.08 Providing and Laying of 250mm dia, 900mm long RCC M25 grade Guide Posts @ 1.20m c/c on Flush Causeways as per Drawings and Technical Specifications Clause 1401. nos Nil


Page15 of 17









veh. Month 30



instrument




Description of Item Unit Rate (NRs)


Amount (NRs)Item No. QuantityUnit

Page16 of 17







Carried to Page Collection in FiguresCarried to Page Collection in Words Thirty Two Lakh and Seventy Nine Thousand Only



3,279,000

Page17 of 17

Volume - IISection -VIII: Bill Of QuantitiesProject Road No.: 118Name of the Road :Janakpur - Bhittamod Road

Description



2 Earthworks


4 Bituminous Works





9 Provisional Sums




SUMMARY OF COST


Page1 of 17


Bill No.



Page No.3 Sub Total



Page No.5 Sub Total

4 BITUMINOUS WORKS

Page No.6 Sub Total

5 Page No.7

Page No.8

Page No.9

Page No.10

Sub Total

6 Page No.11

Page No.12

Page No.13

Sub Total

7 Page No.14

Page No.15

Sub Total



9 PROVISIONAL SUMS


Bill of Quantity

Description

Page Collection




Page2 of 17




material and / or salvaging useful materials by mechanical meanscomplete as per Technical Specifications Clause 202 with all leads &lifts.a) Brick Masonry/Stone Masonry cum 1200b) Plain Cement Concrete cum 80c) Reinforced Concrete cum 140d) Pavement coursesi) Bituminous Courses cum 2227ii) Granular Courses cum 1856e) Stone/Brick Pitching cum Nilf) RCC Pipes Lm 300g) Guard rails,edging, kerbs, gutters and fencing etc. m Nilh) kilometer,Hectometer stone nos Nil





Amount (NRs)Unit Rate (NRs)QuantityUnitDescription of ItemItem No.

Page3 of 17







2.05 Construction of hard shoulder with approved material complete as perDrawings and Technical Specifications Clause 401 & 407 with allleads and liftsa) With Granular material cum 16000b) With Selected Earth cum 7600c)With the gravel obtained from the existing carriageway excavation cum 3900





Item No.

Unit Rate (NRs) Amount (NRs)


Unit QuantityDescription of Item

Page4 of 17









Unit Rate (NRs)

Page5 of 17









Amount (NRs)UnitDescription of ItemItem No. Quantity Unit Rate (NRs)

Page6 of 17











Item No. QuantityUnitDescription of Item Unit Rate (NRs) Amount (NRs)

Page7 of 17





5.06 Structural Cement concrete for Reinforced concrete in substructure /super structure complete as per Drawings and TechnicalSpecifications Sections 800,900,1100 & 1200a) M-20 grade cum Nilb) M-25 grade cum Nil








Page8 of 17












5.19 Supplying, filling and fixing of Tar Paper bearing complete as perDrawings or as directed by Engineer sqm Nil

5.20 Providing and fixing in position drainage spouts complete as perDrawings and Technical Specifications Clause 1209 or as directed byEngineer nos 15



Page9 of 17






5.23 Providing and carrying out repairs of headwall, protection works forexisting causeways complete as per Technical Specifications Section1400.a) Providing and laying in position Random Rubble stone masonrywork in cement mortar (1:5) complete as per Drawings and TechnicalSpecifications Sections 700, 1200 and 1300 or as directed byEngineer. cum Nilb) Providing and laying of boulder apron laid in wire crates with 4mmdia. GI wire confirming to IS: 280 and IS: 4826 in 100mm X 100mmmesh (Woven diagonally) filled with stone boulders weighing not morethan 40kg each complete as per Technical Specifications Clause1301 cum 650

5.24 (a)


5.24 (b)




Page10 of 17










Page11 of 17






viii) Providing and Fixing in position Thermo-Mechanically Treated(TMT) Fe-415 or of higher grade reinforcement bars complete as perDrawings and Technical Specifications Section 1000. Tonne 7

6.02 (a)

ix) Providing of no fines conc. Blocks of size 150x150x75 in cementaggregate ratio of 1:5 by weight behind weep holes of Drain as perTechnical Specifications Sections 800,900 and 1200 or as directed byEngineer. nos 40


6.03 Construction of Drainage chute spaced at 10m c/c on highembankment slopes as per Drawing,Technical Specifications Clause1305 or as directed by Engineeri) Providing & constructing of Chute in cement concrete grade M-15over C.C. foundation of M-15 including provision of 1m wide stonepitching on both sides of chute as per Drawing and TechnicalSpecifications Clause 1302 and 1305 m 1000ii) Providing & constructing water collection kerb and channel with M-20 concrete on foundation of M-15 concrete at the edge of shoulder asper Drawing and Technical specifications Clause 1305 m 2300iii) Providing and laying Random Rubble Stone masonry work incement mortar 1:5 in apron at chute end as per Drawing,TechnicalSpecifications Section 700 or as directed by Engineer cum 825



Page12 of 17






b) Providing P.C.C M-10 for levelling course including centering andshuttering all complete as per Drawings and Technical SpecificationsSections 800, 900 & 1200 cum 75

6.04 c) Providing and laying Random Rubble Stone masonry work withcement mortar 1:5 complete as per Drawings, TechnicalSpecifications Section 700 or as directed by Engineer cum 575d) Providing and laying filter media complete as per Drawings,Technical Specifications Section 1300 and as directed by Engineer cum Nile) Providing and laying back filling with selected granular materials ofapproved quality complete as per Drawings, Technical SpecificationsSubclause 301.5.6, Clause 1204 and IRC:78 (Appendix-6) or asdirected by Engineer cum Nilf) Providing Dry Random Rubble Stone Masonry Work in BandedRetaining wall complete as per Drawings and Technical SpecificationsSection 700 and Clause 1604. cum Nilg) Providing and laying 300 mm thick stone pitching in slope completeas per Drawings and Technical Specifications Section 1300




Page13 of 17



including foundation Concrete M-10 as per Drawings and AdditionalTechnical Specifications Clause A-11 m 250






Unit Rate (NRs)



Page14 of 17







7.08 Providing and Laying of 250mm dia, 900mm long RCC M25 grade Guide Posts @ 1.20m c/c on Flush Causeways as per Drawings and Technical Specifications Clause 1401. nos 150


Page15 of 17








Staff i/c provision of drivers, POL etc. complete as per AdditionalTechnical Specifications Clause A-3 and/or as directed by theEngineer for an average running of 3000km per montha) A/C vehicle, 4WD having cylinder capacity of minimum 2500cc or more veh. Month 30b) Vehicle 4WD having cylinder capacity of minimum 2000cc or more

veh. Month 908.06 Providing Mobile Handset with Camera facility and necessary network

connection to the Engineer and Supervisory Staff alongwith paymentof monthly bill of NRs.1500/- as per Additional TechnicalSpecifications Clause A - 2

instrument month 150

8.07 Providing & maintaining Site Office of 100 sqm covered area forSupervisory Staff as per Additional Technical Specifications Clause A-8 month 30




Page16 of 17







Carried to Page Collection in FiguresCarried to Page Collection in Words Forty Eight Lakh and Seventy Five Thousand Only



4,875,000

Page17 of 17

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