two laning of pappu - yupia road from km 0.000 to km 10 ... · specification including premixing...

Amount (Rs.)

In Figures In Words In Figures

1.01 201 Clearing and grubbing road land by mechanical meansincluding uprooting rank vegetation, grass, bushes,shrubs saplings and trees of girth upto 300 mm, removalof stumps and stumps of trees cut earlier and disposal ofunserviceable materials and staking of serviceablematerial with all lead up to 1000m including removal anddisposal of top organic soil not exceeding 150mm inthickness as per MoSRT&H Technicle Specificationclause 201.

Hct. 19.320

1.02 201 Cutting of trees, including cutting of trunks, branchesand removal of stumps and stumps of trees cut earlier,roots, stacking of serviceable material with all lifts andupto a lead of 1000 m and earth filling in thedepression/pit as per MoSRT&H Technicle Specificationclause 201.

i) Girth from 300mm to 600mm NO. 197.000

ii) Girth from 600mm to 900mm NO. 119.000

iii) Girth from 900mm to 1800mm NO. 77.000

1.03 202 Dismantling of existing structure like culverts, bridges,retaining walls and other structures comprising ofmasonry, cement concrete, wood work, steel workincluding T&P and scaffolding wherever necessary,sorting the dismantled material, disposal of unserviceablematerial and stacking the serviceable material with alllead and lift up to 1000mas per MoSRT&H TechnicleSpecification clause 202.

Two Laning of Pappu - Yupia Road From KM 0.000 to KM 10.000 (Package A)in the State of Arunachal Pradesh BILL OF QUANTITIES & COST ESTIMATE

Bill NO. 1. SITE CLEARANCE AND DISMANTLING

Item. No.

Description of Item Unit Quantity Rate in Rs.MoSRT&H

Spec. No.

Amount (Rs.)



Bill NO. 1. SITE CLEARANCE AND DISMANTLING

Item. No.

Description of Item Unit Quantity Rate in Rs.MoSRT&H

Spec. No.

a) Concrete/Reinforced concrete/ Prestressed concrete structures including cleaning, straightening & cutting bars and separating them out from RCC/PCC.

i) M-10 & M15 Cum 42.750ii) M20 grade and above Cum 52.500

b) Stone masonry Structures in cement mortar Cum 1797.000

c) Stone Pitching in bed and slope Cum 89.850

d) Ordinary km stone including foundation concrete if any.

NO. 10.000

e) Pipes

a) Pipes having dia more than 600 & less than 900 mm

m 276.000

b) Pipes having dia more than 900 mm m 48.000

Amount (Rs.)In Figures In Words In Figures

2.01 301 Excavation in soil and disposal on barren valley side(Excavation in soil in hilly area by mechanical means includingcutting and trimming of side slopes and disposing ofexcavated earth on the Barren Valley side as per MoSRT&HTechnicle Specification Clause 301.)

cu.m 273443.250

2.02 301 Disposal of excavated ordinary rock on the barren valleyside. (Excavation in hilly area in ordinary rock not requiringblasting by mechanical means including cutting and trimmingof slopes and disposal of excavated earth on the barren valleyside as per MoSRT&H Technicle Specification Clause 301.)

cu.m 14391.75

2.03 301 Excavation in Hill Area in Soil by Mechanical Means(Excavation in soil in hilly area by mechanical means includingcutting and trimming of side slopes and disposing ofexcavated earth with all lifts and lead upto 1000 metres as perMoSRT&H Technicle Specification Clause 301.)

cu.m 453792.500

2.04 301 Excavation in Hilly Area in Ordinary Rock by MechanicalMeans not Requiring Blasting. (Excavation in hilly area inordinary rock not requiring ballasting by mechanical meansincluding cutting and trimming of slopes and disposal of cutmaterial with all lift and lead upto 1000 metres as perMoSRT&H Technicle Specification Clause 301. )

cu.m 23883.820

Rate in Rs.


Bill No. 2. EARTH WORK

Item. No.

Description of Item Unit QuantityMoSRT&H Spec. No.


Rate in Rs.


Bill No. 2. EARTH WORK

Item. No.


2.05 305 Construction of Embankment with Material Deposited fromRoadway Cutting (Construction of embankment with approvedmaterials deposited at site from roadway cutting andexcavation from drain and foundation of other structuresgraded and compacted to meet requirement of table 300-2 asper MoSRT&H Technicle Specification Clause 305.)

cu.m 76997.360

2.06 305 Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level,watered, graded and compacted in layers to meet requirementof table 300-2 for subgrade construction as per MoSRT&HTechnicle Specification Clause 305.)

cu.m 39036.020

2.07 305 Construction of Earthen Shoulders (Construction of earthenshoulders with approved material obtained from roadwaycutting with all lifts & leads, transporting to site, spreading,grading to required slope and compacted to meet requirementof table No. 300-2 as per MoSRT&H Technicle SpecificationClause 305.)

cu.m 17436.300

Amount (Rs.)


3.01 410 Preparation of sub grade (Preparation of sub grade byexcavating earth to an average depth of 50 cm, dressingto camber and consolidating with road roller, makinggood the undulations etc. and disposal of surplus earth,lead upto 50 m as per MoSRT&H Technicle SpecificationClause 410.)

Sqm 111531.480

3.02 401 Granular Sub-base with Close Graded Material By Mixin Place Method (Construction of granular sub-base byproviding grade I close graded material, spreading inuniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, andcompacting with vibratory roller to achieve the desireddensity, complete as per MoSRT&H TechnicleSpecification clause 401.)

Cum 24491.500

3.03 406 Wet Mix Macadam (Providing, laying, spreading andcompacting graded stone aggregate to wet mix macadamspecification including premixing the Material with waterat OMC in mechanical mix plant carriage of mixed Materialby tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface andcompacting with vibratory roller to achieve the desireddensity as per MoSRT&H Technicle Specification clause406.)

Cum 19832.660

Rate in Rs.


Bill NO .3. GRANULAR SUB-BASE & BASE COURSE (Non - Bituminous)

Item. No.



4.01 502 Prime coat (Providing and applying primer coat withbitumen emulsion on prepared surface of granular Baseincluding clearing of road surface and spraying primer atthe rate of 0.60 kg/sqm using mechanical means as perMoSRT&H Technicle Specification Clause 502.)

sq.m 88145.160

4.02 503 Tack Coat (Providing and applying tack coat with bitumenemulsion using emulsion pressure distributor on theprepared bituminous/granular surface cleaned withmechanical broom as per MoSRT&H TechnicleSpecification Clause 503.)

i) On Granular surface @ 2.75kg/10sqm sq.m 88145.160ii) On Bitumen surface @ 2.0kg/10sqm sq.m 75271.140

4.03 504 Bituminous Macadam (Providing and laying bituminousmacadam with 100-120 TPH hot mix plant producing anaverage output of 75 tonnes per hour using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction as per MoSRT&HTechnicle Specification Clause 504.) - for Grading I ( 40mm nominal size )

Cum 3763.560


Bill No. 4. BITUMINOUS SURFACE COURSE

Item. No.

Description of Item Unit QuantityRate in Rs.MoSRT&H

Spec. No.



Bill No. 4. BITUMINOUS SURFACE COURSE

Item. No.


Spec. No.4.04 508 Semi - Dense Bituminous Concrete (Providing and laying

semi dense bituminous concrete with 100-120 TPH batchtype HMP producing an average output of 75 tonnes perhour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 to 5 % of mix andfiller, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 508complete in all respects)- for Grading I ( 13 mm nominalsize )

Sqm 1926.000

Amount (Rs.)


5.01 304 Earthwork in excavation for structures in all types of soilexcluding rock, including all lifts and leads complete as perdrawings and Technical Specifications Clause No.304.

Cum 3861.343

5.02 1500, 1700 & 2100

Providing and laying in position Plain Cement Concrete ofGrade M 15 in leveling course below foundations, approachslabs, curtain wall and including curtain wall complete asper drawings and Technical Specifications Sections 1500,1700 and 2100.

Cum 588.874

5.03 1500, 1700 & 2200

Providing and laying in position Reinforced CementConcrete grade M 20 in box cell structures for culvertscomplete as per drawings and Technical SpecificationsSections 1500, 1700, and 2200.

Cum 1572.333

5.04 1500, 1700 & 2200

Providing and laying in position Reinforced CementConcrete grade M 25 in retaining walls for culvertscomplete as per drawings and Technical SpecificationsSections 1500, 1700, and 2200.

Cum 162.158

5.05 1500, 1700 & 2200

Providing and laying in position Plain Cement Concretegrade M15 in foundation, wing wall and return wallcomplete as per drawings and Technical SpecificationsSections 1500, 1700, 2100 and 2200.

Cum 1518.970


Bill NO. 5. CROSS DRAINAGE WORKS

A. BOX CULVERTS

Item. No.


Spec. No.

Amount (Rs.)




Item. No.


Spec. No.

5.06 1500,1600,1700 & 2704

Providing and laying in position Reinforced CementConcrete grade M 30 in approach slabs includingreinforcement and bituminous joint filler with joint sealingcompound between approach slab and dirt wall complete asper drawings and Technical Specifications Sections 1500,1600, 1700 and 2704.

Cum 436.800

5.07 809,1500,1600,1700 &

2700

Providing and laying in position Reinforced CementConcrete grade M40 in crash barriers includingreinforcement, providing bituminous fiber board andPolysulphide joint filler at expansion joints/gap locationscomplete as per drawings and Technical SpecificationsClause No. 809 and Sections 1500, 1600, 1700 and 2700.

Lm 344.080

5.08 305 & 2500 Providing and laying filter media behind box structure, wingwall, retaining wall and return wall complete as per drawingsand Technical Specifications Section 305 and 2500.

Cum 1160.403

5.09 1400 Stone masonry work in cement mortar 1:3 in U/S andD/S protection work complete as per drawing andMoSRT&H Technical Specification Clause 1400.

Cum 150.500

Amount (Rs.)




Item. No.


Spec. No.

5.10 2504 Providing and laying Pitching on slopes laid overprepared surface including boulder apron laid dry inU/S and D/S protection work complete as perdrawing and MoSRT&H Technical specificationsClause 2504.

Cum 88.580

5.11 1300 & 2200

Plastering with cement mortar (1:3 ) on stone masonrywork in sub-structure as per MoSRT&H Technicalspecifications Clause 1300 & 2200.

Sqm 312.604

5.12 2505 Providing and laying 150mm thick flat rigid apronembedded in 300mm thick concrete grade M15 for bedprotection works including cost and conveyance of allmaterials as per Technical Specifications Clause 2505.

a) 150 mm thick PCC M-15 Cum 89.100b) 300 mm thick concrete Cum 178.200c) 150 mm thick Flat Stone Cum 89.100

5.13 2507 Providing and laying 750mm thick boulder flexible apronfor bed protection works with all leads and lifts complete asper drawings and Technical Specifications clause 2507.

Cum 586.667

5.14 1500,1700 & 2700

Providing and laying in position Plain Cement Concrete ofGrade M 15 in curtain wall and including levelling course infoundation complete as per drawings and TechnicalSpecifications Sections 1500, 1700 and 2700.

Cum 354.850

Amount (Rs.)




Item. No.


Spec. No.

5.15 Providing and laying tar paper on abutment/piers as bearingfor receiving RCC work in superstructure with all lifts andleads complete as per drawings and conforming to IS:1398.

sq.m. 124.800

5.16 305 Providing and laying back filling behind abutments, wingwalls, return wall or any other area with selected importedgranular materials of approved quality complete as perdrawings and Technical Specifications Clause 305 andAppendix-6 of IRC:78-2000(a) c =0, (b) ø ≥ 30o, (c) γ = 1.8t/m3

Cum 2984.890

5.17 2605 Providing and fixing of 20mm thick compressive fibeboard type expansion joint with all lifts and leads completeas per drawing and MoSRT&H Technical SpecificationClause 2605..

Lm 416.000

5.18 2705 Providing and fixing in position drainage spouts completeas per drawings and Technical Specifications Clause 2705.

Nos. 34.000

5.19 2706 Providing & fixing weep holes in head wall, return wall,wing wall and retaining wall complete as per drawings andTechnical Specifications Clause 2706.

Nos. 1504.500

5.20 1600 Providing & fixing in position HYSD (TMT) reinforcementbars in foundations, substructures, box strucutre completeas per drawings and Technical Specifications Section 1600.

MT 114.917

Amount (Rs.)




Item. No.


Spec. No.

5.21 515 Providing and laying of 25mm thick mastic asphalt in wering course laid over bitumenous concrete surface on boxculverts only with all leads and lift complete as per technicalspecification 515.

sq.m. 1340.380

Amount (Rs.)




Item. No.


Spec. No.


Cum 3092.895

5.23 1500,1700 & 2700

Providing and laying in position Plain Cement Concrete ofGrade M 15 in leveling course below foundations, Beddingnd credle for pipe culverts complete as per drawings andTechnical Specifications Sections 1500, 1700 and 2700.

Cum 278.441

5.24 1500,1700,2100 & 2200


Cum 1059.559

5.25 1500,1700,2100 & 2200

Providing and constructing of PCC M-20 grade FloorApron on D/S complete all as per drawing and technicalspecifications Sections 1500, 1700, 2100 and 2200.

Cum 20.580

5.26 1500,1700, & 2200

Providing and laying in position Reinforced CementConcrete grade M 25 in retaining walls for culvertscomplete as per drawings and Technical SpecificationsSections 1500, 1700, and 2200.

Cum 253.159

B. HUME PIPE CULVERTS

Amount (Rs.)




Item. No.


Spec. No.

5.27 1600 Providing & fixing in position HYSD (TMT) reinforcementbars in foundations, substructures, box strucutre completeas per drawings and Technical Specifications Section 1600.

MT 23.191

5.28 2900.00 Providing and Supply of RCC Hume pipe of class NP41200 mm dia. of length 2.5m as per IRC, ISIspecification IS:458-1971 including laying, fitting andfixing in position with collar in CM 1:3 but excludingexcavation, protection works, backfilling, concrete andmasonry works in head walls & parapets completed inall respects as directed.

Single Row Rm 144.000

Double Row Rm 184.000


Cum 431.168

5.30 1300 & 2200


Sqm 846.600


Nos. 547.000

Amount (Rs.)




Item. No.


Spec. No.


Cum 207.648

5.33 305 & 2500 Providing and laying filter media behind box structure, wingwall, retaining wall and return wall complete as per drawingsand Technical Specifications Section 305 and 2500.

Cum 145.740

Amount (Rs.)




Item. No.


Spec. No.


Cum 1014.805

5.35 1500,1700 & 2700

Providing and laying in position Plain Cement Concrete ofGrade M 15 in leveling course below foundations, Beddingnd credle for pipe culverts complete as per drawings andTechnical Specifications Sections 1500, 1700 and 2700.

Cum 105.811

5.36 1500,1600 & 1700

Providing and laying in position Reinforced CementConcrete grade M 20 in Deck Slab for culverts complete asper drawings and Technical Specifications Sections 1500,1600, and 1700.

Cum 50.940

5.37 1500,1700,2100 & 2200


Cum 483.724

5.38 1500,1700 & 2200

Providing and constructing of PCC M-20 grade inAbutment complete all as per drawing and MoSRT&HTechnical specifications Clause 1500,1700 & 2200.

Cum 518.400

C. SLAB CULVERTS

Amount (Rs.)




Item. No.


Spec. No.

5.39 809,1500,1600,1700 &

2700

Providing and laying in position Reinforced CementConcrete grade M40 in crash barriers includingreinforcement, providing bituminous fiber board andPolysulphide joint filler at expansion joints/gap locationscomplete as per drawings and Technical SpecificationsClause No. 809 and Sections 1500, 1600, 1700 and 2700.

Lm 43.840

5.40 305 & 2500 Providing and laying filter media behind Abutment, wingwall, retaining wall and return wall complete as per drawingsand Technical Specifications Section 305 and 2500.

Cum 174.607


Cum 52.773


Cum 16.848

5.43 1300 & 2200


Sqm 109.900

Amount (Rs.)




Item. No.


Spec. No.

5.44 2505 Providing and laying 150mm thick flat rigid apronembedded in 300mm thick concrete grade M15 for bedprotection works including cost and conveyance of allmaterials as per Technical Specifications Clause 2505.

a) 100 mm thick PCC M-15 over Stone Pitching Cum 49.000

b) 300 mm thick Stone Pitching Cum 62.600

5.45 1500,1700 & 2700

Providing and laying in position Plain Cement Concrete ofGrade M 15 in curtain wall and including levelling course infoundation complete as per drawings and TechnicalSpecifications Sections 1500, 1700 and 2700.

Cum 30.150

5.46 Providing and laying tar paper on abutment/piers as bearingfor receiving RCC work in superstructure with all lifts andleads complete as per drawings and conforming to IS:1398.

sq.m. 14.400

5.47 305 Providing and laying back filling behind abutments, wingwalls, return wall or any other area with selected importedgranular materials of approved quality complete as perdrawings and Technical Specifications Clause 305 andAppendix-6 of IRC:78-2000(a) c =0, (b) ø ≥ 30o, (c) γ = 1.8t/m3

Cum 608.640

Amount (Rs.)




Item. No.


Spec. No.


Nos. 344.000

5.49 1600 Providing & fixing in position HYSD (TMT) reinforcementbars in foundations, substructures, box strucutre completeas per drawings and MoSRT&H Technical SpecificationsSection 1600.

MT 4.687

5.50 515 Providing and laying of 25mm thick mastic asphalt in wering course laid over bitumenous concrete surface on boxculverts only with all leads and lift complete as per technicalspecification 515.

sq.m. 153.440


6.01 304 Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction of shoring andbracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approvedmaterial.)

cum 10545.690

6.02 1500, 1700 & 2100

Plain cement concrete M15 in Levelling course with crushedstone, mechanically mixed, placed in foundation upto a depth of1.5m below ground level and compacted complete as perdrawings and Technical Specifications Sections 1500, 1700 and2100.

cum 1448.670

6.03 1400 Random Rubble Stone masonry work in cement mortar 1:3 indrain complete as per drawing and MoSRT&H TechnicalSpecification Clause 1400.

cum 4098.150

6.04 1500,1700 & 2200

Reinforced cement concrete M20 in top slab of covered draincomplete as per drawing and MoSRT&H Technicalspecifications Clause 1500,1700 & 2200.

cum 519.000

6.05 1600 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing andMoSRT&H Technical Specifications Section 1600.

MT 20.760

6.06 1300 & 2200

Plastering on inner side of stone amsonary of covered wall with1:4 CM as per MoSRT&H Technical specifications Clause 1300& 2200.

Sqm 11139.000

QuantityRate in Rs.MoSRT&H

Spec. No.


Bill No. 6. DRAINAGE & PROTECTION WORKS

A. Longitudinal Drains (Open and Covered)

Item. No.

Description of Item Unit



Spec. No.



Item. No.


6.07 1400 Dry stone masonry work in drain complete as per drawing andMoSRT&H Technical Specification Clause 1400.

cum 620.130

6.08 2706 Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mm dia ACpipe, extending through the full width of the structure with slopeof 1V :20H towards drawing foce. Complete as per drawingsand Technical Specifications Clause 2706.

No. 2400.000


cum 7713.950

6.10 1500, 1700 & 2100


cum 1258.870

6.11 1400 Random Rubble Stone masonry work in cement mortar 1:3 indrain complete as per drawing and MoSRT&H TechnicalSpecification Clause 1400.

cum 6257.680

6.12 1300 & 2200

Plastering on inner side of stone amsonary of covered wall with1:4 CM as per MoSRT&H Technical specifications Clause 1300& 2200.

Sqm 6084.000

B. R R Masonary Breast Wall, Toe Wall and Parapet Wall



Spec. No.



Item. No.



No. 2765.000

6.14 1300 & 2200

Pointing with 1:3 CM on stone masonary on exposed surface allcomplete as per MoSRT&H Technical specifications Clause1300 & 2200.

Sqm 1797.120


cum 4997.100

6.16 1500, 1700 & 2100


cum 226.520

6.17 1500, 1700 & 2100

Providing and laying Plain cement concrete M20 in for PCCretaining wall in foundation complete as per drawing andMoSRT&H Technical specifications 1500,1700 & 2100.

cum 347.520

6.18 1500, 1700 & 2200

Providing and laying Plain cement concrete M20 in for PCCretaining wall and parapet wall complete as per drawing andMoSRT&H Technical specifications 1500,1700 &2200.

cum 265.947

C. RCC and PCC Retaining wall and Parapet wall



Spec. No.



Item. No.


6.19 1500, 1700 & 2100 Providing, placing,compacting and curing of Reinforced cement

concrete M25 grade in foundation with all lift and leads completeas per MoRT&H tech. Specification clause 1500,1700 &2100.

cum 1602.684

6.20 1500, 1700 & 2200

Providing, placing,compacting and curing of Reinforced cementconcrete M25 grade in substructure with all lift and leadscomplete as per MoRT&H tech. Specification clause 1500,1700&2200.

cum 1330.926

6.21 1600 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing andMoSRT&H Technical specifications 1600.

MT 254.840


No. 2030.000

6.23 305 & 2500Providing and laying filter media behind box structure, wing wall,retaining wall and return wall complete as per drawings andTechnical Specifications Section 305 and 2500.

cum 1680.000



Spec. No.



Item. No.


6.24 2503 Providing and construction of a gabain structure for retaining earthwith segments of wire crates of size 7 m x 3 m x 0.6 m each dividedinto 1.5 m compartments by cross netting, made from 4 mmgalvanised steel wire @ 32 kg per 10 sqm having minimum tensilestrength of 300 Mpa conforming to IS:280 and galvanizing coatingconforming to IS:4826, woven into mesh with double twist, meshsize not exceeding 100 x 100 mm, filled with boulders with leastdimension of 200 mm, all loose ends to be tied with 4 mmgalvanised steel wire as per MoSRT&H Technical Specification2503.

cum 3650.000

6.25 2503 Providing and constructing gabain structures for erosion control,river training works and protection works with wire crates of size 2 mx 1 m x 0.3 m each divided into 1m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm havingminimum tensile strength of 300 Mpa conforming to IS:280 andgalvanizing coating conforming to IS:4826, woven into mesh withdouble twist, mesh size not exceeding 100 mm x 100 mm, filledwith boulders with least dimension of 200 mm, all loose ends to besecurely tied with 4 mm galvanised steel wireas per MoSRT&HTechnical Specification 2503.

cum 744.000

D. Gabion Structure for Protection work


7.01 804 Kilo Metre Stone (Reinforced cement concrete M15gradekilometre stone of standard design as per IRC:8-1980, fixing inposition including painting and printing etc as per MoSRT&HTechnical Specification 804.)

i) 5th km stones No. 2.000ii) Km stones No. 8.000iii) Hectometer stones No. 38.000

7.02 806 Boundary pillar (Reinforced cement concrete M15 gradeboundary pillars of standard design as per IRC:25-1967, fixed inposition including finishing and lettering but excluding painting asper MoSRT&H Technical Specification 806.)

No. 97.000

7.03 803 Road Marking with Hot Applied Thermoplastic Compound withReflectorising Glass Beads on Bituminous Surface (Providing andlaying of hot applied thermoplastic compound 2.5 mm thickincluding reflectorising glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beadsas per IRC:35 .The finished surface to be level, uniform and freefrom streaks and holes as per MoSRT&H Technical Specification803.)

sq.m 583.000


Bill No. 7. TRAFFIC SIGNS MARKING AND OTHER ROAD APPURTENANCES

Item. No.


Spec. No.




Item. No.


Spec. No.7.04 801 Providing and fixing of encapsulated lense type III high intensity

grade retro-reflectorized cautionary, mandatory and informatorysign as per IRC:67 made of high intensity grade sheeting videClause 801.3.2, fixed over aluminium sheeting, 1.5mm/2mmthick supported on single/double mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means ofproperly designed base as shown in drawing etc., with all liftsand leads complete as per MORT&H Technical SpecificationsClause 801.

a) Informatory Signs

i) 800 mm x 600 mm No. 12.000

b) Cautionary signs

i) 900 mm Triangular No. 30.000

c) Mandatory signs

i) 600 mm circular No. 20.000




Item. No.


Spec. No.7.05 801 Direction and Place Identification signs with size more than 0.9

sqm size board. (Providing and erecting direction and placeidentification retro- reflectorised sign asper IRC :67 made ofencapsulated lens type reflective sheeting vide clause 801.3,fixed over aluminium sheeting, 2 mm thick with area exceeding0.9 sqm supported on a mild steel angle iron post 75 mm x 75mm x 6 mm, 2 Nos. firmly fixed to the ground by means ofproperly designed foundation with M 15 grade cementconcrete45 cm x 45 cm x 60 cm, 60 cm below ground level asper approved drawing complete as per MORT&H TechnicalSpecifications Clause 801.)

sq.m 7.200

7.06 810 Type - A, "W" : Metal Beam Crash Barrier (Providing and erectinga "W" metal beam crash barrier comprising of 3 mm thickcorrugated sheet metal beam rail, 70 cm above road/groundlevel, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2 m centre to centre, 1.8 m high, 1.1 m belowground/road level, all steel parts and fitments to be galvanised byhot dip process, all fittings to conform to IS:1367 and IS:1364,metal beam rail to be fixed on the vertical post with a spacer ofchannel section 150 x 75 x 5 mm, 330 mm long complete as perMoSRT&H Technical Specification clause 810)

m 1595.000

7.07 Solar Studs of Tata BP providing sparkle solar stud ultra brightLED on Amber/red color (optional), Bi-directional of size -125x125x90mm height; red color per unit weight-700+/-25 gmcompletely water proof

each 112.000




Item. No.


Spec. No.7.08 Supplying , fitting and fixing RCC guard post size

15cmx15cmx150cm long, 75cm above ground and 75cm belowground, including square base of 45cmx45cmx15cm with 4nos.12mm MS rods main reinforcements and 6mm MS stirrups at30cm centers tied in position with annealed binding wire, cementconcrete portion 1:2;4 with broken stone, 6mm thick cementplastering in propotion 1:3 painted black and white alternately in23 cm strips up to 0.75m from the top keeping necessarygrooves etc. as per design and direction complete

each 744.000

7.09 805 Supplying and installation of indicators, hazard markers 80-100cm high above ground level, epoxy powder coated on allopen surface, fitted with 2mm retro-reflectorised high intensityaluminum sheeting at the top framed in 25x 25x 3 mm MS angleand provided with post of 40x 40x 5 mm MS angle painted in 15cm bands of black and white conforming to IRC: 79 andMoSRT&H Technical Specification 805.

each 100.000

7.10 802 Providing and erecting overhead signs with a corrosionresistant 2mm thick aluminum alloy sheet with high intensitygrade retro-reflective sheeting of encapsulated lens type withvertical and lateral clearance given in Clause 802.2 and 802.3and installed as per Clause 802.7 over a designed supportsystem of glvanised iron of section and type as per structuraldesign requirements and approved design.

each 3.000

Amount (Rs.)


8.01 304 Earthwork in excavation for foundation of structures as per drawingsand Technical Specifications Clause No.304.a) Depth upto 3mi) All type of soils cu.m 3634.944

ii) Ordinary rock not requiring blasting cu.m 908.736

8.02 1500, 1700 & 2100

Providing, placing,compacting and curing plain cement concrete ofM 15 grade with 20 mm & below size of aggregates for levelingcourse in foundations and approach slab as per drawings andTechnical Specifications Clause 1500,1700 & 2100.

cu.m 63.210

8.03 1500, 1700 & 2100

Providing, placing,compacting and curing plain/ Reinforced cementconcrete M35 grade in open foundations with all lift and leadscomplete as per MoRT&H tech. Specification clause 1500,1700&2100.

cu.m 754.650

WELL FOUNDATION8.04 1200,1500

& 1700Providing, placing,compacting and curing plain/ Reinforced cementconcrete in well foundations with all lift and leads complete as perMoRT&H tech. Specification 1200,1500 & 1700.

M-35 grade Well curb cu.m 331.342

M-30 grade Weel Staining cu.m 3907.377

M-35 grade Well Cap cu.m 1496.172

M-25 grade Intermediate Plug cu.m 95.130

M-25 grade Bottom Plug cu.m 664.771

Rate in Rs.


Bill No. 8. MINOR BRIDGES

Item. No.


Amount (Rs.)


Rate in Rs.



Item. No.


8.05 1200 & 1900

Providing and laying cutting edge of mild steel weighing 40 kg permetre for well foundation complete as per drawing and technicalspecification 1200 & 1900.

MT 13.048

8.06 1200 Sinking of 7.5 m external diameter well ( other than pneumaticmethod of sinking ) through all types of strata namely sandy soil,clayey soil and rock as shown against each case, complete as perdrawing and technical specifications. Depth of sinking is reckonedfrom bed level as per MoSRT&H Technical Specification 1200.

0 to 3m Rm 24.000

3m to 5m Rm 16.000

5m to 10m Rm 40.000

10m to 15m Rm 40.000

15m to 20m Rm 40.000

20m to 25m Rm 40.000

8.07 1207 Sand filling in wells complete as per drawing and MoSRT&HTechnical specifications 1207.

cum 2815.477

Amount (Rs.)


Rate in Rs.



Item. No.


8.08 1500,1700 & 2200

Providing, placing, compacting and curing Plain / Reinforcedcement concrete M 35 grade in substructure piers, pier caps,abutments, abutment caps, dirt walls, brackets and bearingpedestals with all lifts and leads complete as per drawing and as perMoRT&H Technical specification clause 1500,1700 &2200.

cu.m 1213.485

8.09 1600 Supplying, fitting, placing & tying in position HYSD barreinforcement in foundation and substructure including providingsuitable cover,laps & chairs(not measurable)where necessaryetc.with all lift & lead as per MoRT&H tech. Specification clause1600.

MT 722.068

8.10 710.1.4.of IRC:78 &

2200

Providing and back filling behind abutment, wing wall, return wall,portal walls and box walls and between reinforced earth walls withmaterial from borrow area including all lift & lead as per Drawing andMoRT&H tech. Specification clause 2200 & 710.1.4 of IRC:78.

With granular material cu.m 810.0008.11 710.1.4.of

IRC:78 & 2200

Providing and laying of filter media with stone crushed aggregatessatisfying the requirements laid down in clause 2504.2.2 ofMoRT&H specifications to a thickness of not less than 600 mm withsmaller size towards the soil and bigger size towards the wall andproviding over the entire surface behind abutment,wing wall,returnwall,portal wall and box wall to the full height compacted to confirmto afirm condition with all lift & lead as per Drawing and MoRT&Htech. Specification clause 2200 & 710.1.4 of IRC:78

cu.m 635.000

Amount (Rs.)


Rate in Rs.



Item. No.


8.12 2706 Providing Weep Holes in abutment, wing wall, return wall,portalwalls, median walls and box walls with 100mm dia ACpipe,extending through the full width of the structure with slope of1V:20H towards drawing force,with all lift & lead as per Drawing andMoRT&H tech. Specification clause 2706.

No. 224.000

8.13 1500,1600 & 1700

Providing, placing, compacting and curing Reinforced cementconcrete in superstructure RCC/PSC Girders (precast/castin- situ)and slabs etc with all leads and lifts complete as per drawing andtechnical specifications 1500,1600 & 1700.

RCC M30 Grade cum 63.236

RCC M35 Grade cum 1448.000

8.14 1600 Supplying, fitting, placing & tying in position HYSD barreinforcement in superstructure including providing suitable coverblocks, laps and chairs ( Not measurable) where necessary etc,with all leads and lifts complete as per drawings and technicalspecifications clause 1600.

MT 406.000

8.15 2607 Providing and laying of strip seal expansion joint catering tomaximum horizontal movement upto 70 mm, complete as perapproved drawings and standard specifications to be installed by themanufacturer/supplier or their authorised representative ensuringcompliance to the manufacturer's instructions for installation and asper Technical Specification clauses of section 2607.

m 129.000

Amount (Rs.)


Rate in Rs.



Item. No.


8.16 2605 Providing and fixing in position 20 mm thick premoulded joint fillerin expansion joint for fixed ends of simply supported spans notexceeding 10 m to cater for a horizontal movement upto 20 mm,covered with sealant complete as per drawing and technicalspecifications 2605.

m 51.600

8.17 509 & 515 Providing and laying in position 65mm thick wearing coat consistingof 50mm thick bituminous concrete in two layers of 25mm each over12mm thick mastic asphalt over deck slab excluding tack coat ifrequired complete as per drawings and Technical SpecificationSections 509 and 515.

sq.m 1319.968

8.18 809 Provision of reinforced cement concrete crash barrier at bridges andstructures only, constructed with M 40 grade concrete with HYSDreinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450mm long at expansion joints filled with pre-moulded asphalt fillerboard, keyed to the structure on which it is built and installed as perdesign given in the enclosure to MOST circular no.RW/NH-33022/1/94/-DO III dated 24 th June 1994 as per dimensions in theapproved drawing and at locations directed by the engineer, with alllifts and leads complete as per MoRT&H Technical specificationsclause 809

m 353.500

8.19 1500,1600,1700 & 2704

Providing, placing, compacting and curing Reinforced cementconcrete M 30 grade in approach slab including reinforcement andform work with all leads and lifts complete as per drawing and as perMoRT&H technical specifications 1500, 1600,1700&2704.

cu.m 189.630

Amount (Rs.)


Rate in Rs.



Item. No.


8.20 2400 & IRC:78-2000

Carrying out soil investigation for foundation by boring at location ofpier and abutment all complete as per direction of engineerincluding carrying out necessary tests to obtain final bearingcapacity of foundation/pile at the location and submitting the resultsin the form of good soil report as per MoRT&H tech. Specificationclause 2400 & IRC:78-2000.0 to 10m m 140.000

10m to 20m m 80.000

20m to 30m m 80.000

8.21 2503 Providing and constructing gabain structures for erosion control,river training works and protection works with wire crates of size 2 mx 1 m x 0.3 m each divided into 1m compartments by cross netting,made from 4 mm galvanised steel wire @ 32 kg per 10 sqm havingminimum tensile strength of 300 Mpa conforming to IS:280 andgalvanizing coating conforming to IS:4826, woven into mesh withdouble twist, mesh size not exceeding 100 mm x 100 mm, filledwith boulders with least dimension of 200 mm, all loose ends to besecurely tied with 4 mm galvanised steel wireas per MoSRT&HTechnical Specification 2503.

cum 600.000

8.22 2705 Providing and fixing in position drainage spouts complete as perdrawings and Technical Specifications Clause 2705.

Nos. 44.000

Amount (Rs.)


Rate in Rs.



Item. No.


8.23 2000 & 2200

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc orunreinforced elastomer confined within a metal cylinder, sealingrings, dust seals, PTFE surface sliding against stainless steelmating surface, completre assembly to be of cast steel/fabricatedstructural steel, metal and elastomer elements to be as per IRC: 83part-I & II respectively and other parts conforming to BS: 5400,section 9.1 & 9.2 and clause 2006 of MoRTH Specificationscomplete asper drawing and approved technical specifications.

POT PTFE Bearing No. 20.000

Pine Bearing No. 5.000

Metalic Guide Bearing No. 5.000

8.24 1700 & 1800

Providing and fixing of helical pipes in voided slab complete as perdrawing and Technical specifications 1700 & 1800.

m 753.000


1 Earthwork

9.01 301 Excavation in Hill Area in Soil by Mechanical Means(Excavation in soil in hilly area by mechanical meansincluding cutting and trimming of side slopes anddisposing of excavated earth with all lifts and lead upto1000 metres as per MoSRT&H Technicle SpecificationClause 301.)

cu.m 23309.446

9.02 305 Compacting original ground supporting subgrade(Loosening of the ground upto a level of500 mm belowthe subgrade level, watered, graded and compacted inlayers to meet requirement of table 300-2 for subgradeconstruction as per MoSRT&H Technicle SpecificationClause 305.)

cu.m 187.550

9.03 305 Construction of Embankment with Material Depositedfrom Roadway Cutting (Construction of embankmentwith approved materials deposited at site from roadwaycutting and excavation from drain and foundation ofother structures graded and compacted to meetrequirement of table 300-2 as per MoSRT&H TechnicleSpecification Clause 305.)

cu.m 10.295

Base and Sub-base Courses9.04 410 Preparation of sub grade (Preparation of sub grade by

excavating earth to an average depth of 50 cm, dressingto camber and consolidating with road roller, makinggood the undulations etc. and disposal of surplus earth,lead upto 50 m as per MoSRT&H TechnicleSpecification Clause 410.)

Sqm 375.100

Rate in Rs.


Bill No. 9. Yupia Road Improvement

Item. No.



Rate in Rs.



Item. No.


9.05 401 Granular Sub-base with Close Graded Material By Mixin Place Method (Construction of granular sub-base byproviding grade I close graded material, spreading inuniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve thedesired density, complete as per MoSRT&H TechnicleSpecification clause 401.)

Cum 106.304

9.06 406 Wet Mix Macadam (Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing the Materialwith water at OMC in mechanical mix plant carriage ofmixed Material by tipper to site, laying in uniform layerswith paver in sub- base / base course on well preparedsurface and compacting with vibratory roller to achievethe desired density as per MoSRT&H TechnicleSpecification clause 406.)

Cum 106.307

Bituminous Courses9.07 502 Prime coat (Providing and applying primer coat with

bitumen emulsion on prepared surface of granular Baseincluding clearing of road surface and spraying primer at therate of 0.60 kg/sqm using mechanical means as perMoSRT&H Technicle Specification Clause 502.)

sq.m 374.985


Rate in Rs.



Item. No.


9.08 503 Tack Coat (Providing and applying tack coat with bitumenemulsion using emulsion pressure distributor on theprepared bituminous/granular surface cleaned withmechanical broom as per MoSRT&H Technicle SpecificationClause 503.)i) On Granular surface @ 2.75kg/10sqm sq.m 374.985

9.09 504 Bituminous Macadam (Providing and laying bituminousmacadam with 100-120 TPH hot mix plant producing anaverage output of 75 tonnes per hour using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction as per MoSRT&H TechnicleSpecification Clause 504.) - for Grading I ( 40 mm nominalsize )

Cum 18.749


Rate in Rs.



Item. No.


9.10 508 Semi - Dense Bituminous Concrete (Providing and layingsemi dense bituminous concrete with 100-120 TPH batchtype HMP producing an average output of 75 tonnes perhour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 to 5 % of mix andfiller, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the requiredgrade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desiredcompaction as per MoRTH specification clause No. 508complete in all respects)- for Grading I ( 13 mm nominalsize )

Sqm 9.375

9.11 304 Excavation for Structures (Earth work in excavation offoundation of structures as per drawing and technicalspecification, including setting out, construction ofshoring and bracing, removal of stumps and otherdeleterious matter, dressing of sides and bottom andbackfilling with approved material.)

cum 28.080

9.12 1500, 1700 & 2100

Plain cement concrete M15 in Levelling course withcrushed stone, mechanically mixed, placed in foundationupto a depth of 1.5m below ground level andcompacted complete as per drawings and TechnicalSpecifications Sections 1500, 1700 and 2100.

cum 3.240

Cuvert at ch 110 (Covered drain has been considered for culvert =12mtr)


Rate in Rs.



Item. No.


9.13 1400 Random Rubble Stone masonry work in cement mortar1:3 in drain complete as per drawing and MoSRT&HTechnical Specification Clause 1400.

cum 10.830

9.14 1500,1700 & 2200 Reinforced cement concrete M20 in top slab of covered

drain complete as per drawing and MoSRT&H Technicalspecifications Clause 1500,1700 & 2200.

cum 6.480

9.15 1600 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawingand MoSRT&H Technical Specifications Section 1600.

MT 0.259

9.16 1300 & 2200

Plastering on inner side of stone amsonary of coveredwall with 1:4 CM as per MoSRT&H Technicalspecifications Clause 1300 & 2200.

Sqm 22.800

9.17 2706 Providing weep holes in Brick masonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mmdia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce.Complete as per drawings and Technical SpecificationsClause 2706.

No. 24.000


Rate in Rs.



Item. No.


Longitudinal Drain cum Footpath (Longitudinal drain on RHS from ch 70 to ch 120 =50 mtr)


cum 90.000

9.19 1500, 1700 & 2100

Plain cement concrete M15 in Levelling course withcrushed stone, mechanically mixed, placed in foundationupto a depth of 1.5m below ground level andcompacted complete as per drawings and TechnicalSpecifications Sections 1500, 1700 and 2100.

cum 11.250


cum 38.000

9.21 1500,1700 & 2200

Reinforced cement concrete M20 in top slab of covereddrain complete as per drawing and MoSRT&H Technicalspecifications Clause 1500,1700 & 2200.

cum 16.250

9.22 1600 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawingand MoSRT&H Technical Specifications Section 1600.

MT 0.650

9.23 1300 & 2200


Sqm 95.000


Rate in Rs.



Item. No.



No. 100.000

9.25 Cast-in-situ Cement Concrete M20 Kerb408 Construction of cement concrete kerb with top and

bottom width 115 and 165 mm respectively, 250 mmhigh in M 20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50 mm projection beyondkerb stone, kerb stone laid with kerb laying machine,foundation concrete laid manually, all complete as perclause 408

m 60

9.26 305 Filling of Footpath with material obtained from roadway cutting as per MoSRT&H technical Specification 305.

Cum 82.500

9.27 409 Chequred tiles including sand filling on the footpath as per MoSRT&H technical Specification 409.

Sqm 150.000



cu.m 907.650

10.02 410 Preparation of sub grade (Preparation of sub grade byexcavating earth to an average depth of 50 cm,dressing to camber and consolidating with road roller,making good the undulations etc. and disposal ofsurplus earth, lead upto 50 m as per MoSRT&HTechnicle Specification Clause 410.)

Sqm 907.650

10.03 401 Granular Sub-base with Close Graded Material ByMix in Place Method (Construction of granular sub-base by providing grade I close graded material,spreading in uniform layers with motor grader onprepared surface, mixing by mix in place method withrotavator at OMC, and compacting with vibratory rollerto achieve the desired density, complete as perMoSRT&H Technicle Specification clause 401.)

Cum 226.913

Rate in Rs.


Bill No. 10. Papu-NH52A Junction Improvement

Item. No.



Rate in Rs.



Item. No.



Cum 226.913

10.05 502 Prime coat (Providing and applying primer coat withbitumen emulsion on prepared surface of granular Baseincluding clearing of road surface and spraying primer atthe rate of 0.60 kg/sqm using mechanical means as perMoSRT&H Technicle Specification Clause 502.)

sq.m 907.650

10.06 503 Tack Coat (Providing and applying tack coat with bitumenemulsion using emulsion pressure distributor on theprepared bituminous/granular surface cleaned withmechanical broom as per MoSRT&H TechnicleSpecification Clause 503.)

i) On Granular surface @ 2.75kg/10sqm sq.m 1815.300


Rate in Rs.



Item. No.


10.07 504 Bituminous Macadam (Providing and laying bituminousmacadam with 100-120 TPH hot mix plant producing anaverage output of 75 tonnes per hour using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction as per MoSRT&HTechnicle Specification Clause 504.) - for Grading I ( 40mm nominal size )

Cum 45.38

10.08 508 Semi - Dense Bituminous Concrete (Providing and layingsemi dense bituminous concrete with 100-120 TPH batchtype HMP producing an average output of 75 tonnes perhour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 to 5 % of mix andfiller, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to therequired grade, level and alignment, rolling with smoothwheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No.508 complete in all respects)- for Grading I ( 13 mmnominal size )

Sqm 22.691


Rate in Rs.



Item. No.


10.09 407 Construction of Median and Island with Soil Taken fromRoadway Cutting (Construction of Median and Islandabove road level with approved material deposited atsite from roadway cutting and excavation for drain andfoundation of other structures, spread, graded andcompacted as per clause 407)

Cum 50.000

10.10 Cast-in-situ Cement Concrete M20 Kerb408 Construction of cement concrete kerb with top and


m 200.000

10.11

409 Chequred tiles including sand filling on the footpath as per MoSRT&H technical Specification 409.

sqm 200.000

Amount (Rs.)



cu.m 2295.000

11.02 410 Preparation of sub grade (Preparation of sub grade byexcavating earth to an average depth of 50 cm, dressingto camber and consolidating with road roller, makinggood the undulations etc. and disposal of surplus earth,lead upto 50 m as per MoSRT&H Technicle SpecificationClause 410.)

Sqm 2295.000

11.03 401 Granular Sub-base with Close Graded Material By Mixin Place Method (Construction of granular sub-base byproviding grade I close graded material, spreading inuniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve thedesired density, complete as per MoSRT&H TechnicleSpecification clause 401.)

Cum 573.750

Rate in Rs.

Two Laning of Pappu - Yupia Road From KM 0.000 to KM 10.000 (Package A)in the State of Arunachal Pradesh BILL OF QUANTITIES & COST ESTIMATEBill No. 11. Yupia Junction Improvement

Item. No.


Amount (Rs.)


Rate in Rs.


Item. No.



Cum 573.750

11.05 502 Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base includingclearing of road surface and spraying primer at the rate of0.60 kg/sqm using mechanical means as per MoSRT&HTechnicle Specification Clause 502.)

sq.m 2295.000

11.06 503 Tack Coat (Providing and applying tack coat with bitumenemulsion using emulsion pressure distributor on theprepared bituminous/granular surface cleaned withmechanical broom as per MoSRT&H Technicle SpecificationClause 503.)i) On Granular surface @ 2.75kg/10sqm sq.m 2295.000

Amount (Rs.)


Rate in Rs.


Item. No.


11.07 504 Bituminous Macadam (Providing and laying bituminousmacadam with 100-120 TPH hot mix plant producing anaverage output of 75 tonnes per hour using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with paver finisher to the required grade, level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction as per MoSRT&H TechnicleSpecification Clause 504.) - for Grading I ( 40 mm nominalsize )

Cum 114.75

11.08 508 Semi - Dense Bituminous Concrete (Providing and layingsemi dense bituminous concrete with 100-120 TPH batchtype HMP producing an average output of 75 tonnes per hourusing crushed aggregates of specified grading, premixedwith bituminous binder @ 4.5 to 5 % of mix and filler,transporting the hot mix to work site, laying with a hydrostaticpaver finisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction as perMoRTH specification clause No. 508 complete in allrespects)- for Grading I ( 13 mm nominal size )

Sqm 57.375

Amount (Rs.)


Rate in Rs.


Item. No.


11.09 407 Construction of Median and Island with Soil Taken fromRoadway Cutting (Construction of Median and Islandabove road level with approved material deposited at sitefrom roadway cutting and excavation for drain andfoundation of other structures, spread, graded andcompacted as per clause 407)

Cum 315.000

Cast-in-situ Cement Concrete M20 Kerb11.10 408 Construction of cement concrete kerb with top and


m 342.000

11.11 409 Chequred tiles including sand filling on the footpath as per MoSRT&H technical Specification 409.

sqm 315.000

Longitudinal Drain cum Footpath (Longitudinal drain on RHS from ch 0 to ch 70 =200 mtr)


cum 360.000

Amount (Rs.)


Rate in Rs.


Item. No.


11.13 1500, 1700 & 2100

Plain cement concrete M15 in Levelling course withcrushed stone, mechanically mixed, placed in foundationupto a depth of 1.5m below ground level and compacted complete as per drawings and Technical SpecificationsSections 1500, 1700 and 2100.

cum 45.000


cum 152.000

11.15 1500,1700 & 2200

Reinforced cement concrete M20 in top slab of covereddrain complete as per drawing and MoSRT&H Technicalspecifications Clause 1500,1700 & 2200.

cum 65.000

11.16 1600 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing andMoSRT&H Technical Specifications Section 1600.

MT 2.600

11.17 1300 & 2200


Sqm 380.000


No. 400.000

Amount (Rs.)


Rate in Rs.


Item. No.



cum 816.000

11.20 1500, 1700 & 2100

Plain cement concrete M15 in Levelling course withcrushed stone, mechanically mixed, placed in foundationupto a depth of 1.5m below ground level and compacted complete as per drawings and Technical SpecificationsSections 1500, 1700 and 2100.

cum 129.600


cum 549.000

11.22 1300 & 2200


Sqm 720.000


No. 200.000

B. R R Masonary Breast Wall, Toe Wall and Parapet Wall

two laning of pappu - yupia road from km 0.000 to km 10 ... · specification including premixing...

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