Complete_BOQ Format of Highway Project

ANNEXURE-VIII A

SUMMARY OF COST - BSRDC

S. No. 1

Particulars

Amount

CR

Bill Bill No. No. 1: Site Site Cle Clear aran ance ce and and Dism Disman antl tlin ing g

% of Cost

-

0.00 #DIV/0!

2

Bill No. 2: 2: Ea Earth Work

-

0.00 #DIV/0!

3

Bill No. 3: 3: Grannul Grannular ar Sub Sub Base Base Courses Courses and and Base Base Course Coursess ( NonNon- Bitumino Bituminous us )

-

0.00 #DIV/0!

4

Bill Bill No. No. 4: 4: Bit Bitum umin inou ouss Cou Cours rses es

-

0.00 #DIV/0!

5

Bill Bill No. No. 5: 5: Pip Pipe e and and Slab Slab Culv Culver erts ts

-

0.00 #DIV/0!

6

Bill ill No. No. 6A: 6A: Mi Minor Bridg ridge es

-

0.00 #DIV/0!

7

Bill ill No. No. 6B: 6B: Ma Major jor Bri Bridg dges es

-

0.00 #DIV/0!

8

Bill No. 6C: Fl Fly ov overs

-

0.00 #DIV/0!

9

Bill No. 6C 6C -1 -1 : ROB - RUB

-

0.00 #DIV/0!

10

Bill No. No. 6D - VUP, VUP, PUP PUP

-

0.00 #DIV/0!

11

Bill No. 6E: 6E: Subways Subways,, Foot Foot Over Over bridge bridge,, Cattle/ Cattle/Pedes Pedestrian trian Underpa Underpasses sses

-

0.00 #DIV/0!

12

Billno.7 Billno.7:: Repair Repair and Rehabili Rehabilitatio tation n of of bridge bridgess and and culver culverts ts

-

0.00 #DIV/0!

13

Bill Bill No. No. 8: 8: Mai Maint nten enan ance ce of road roadss

-

0.00 #DIV/0!

14

Bill Bill No No 9: Dra Drain inag age e and and Prot Protec ecti tive ve Wor Works ks

-

0.00 #DIV/0!

15

Bill No. 10: 10: Traffic Traffic signs, signs, Road Road markin markings gs and and other other road appurtune appurtunences nces

-

0.00 #DIV/0!

16

Bill No.1 No.11 1: Tol Tolll Pl Plaza aza

-

0.00 #DIV/0!

17

Bill Bill No.1 No.12: 2: Ways Waysid ide e Amen Amenit itie iess

-

0.00 #DIV/0!

18

Bill Bill No. No.13 13:: Bus/ Bus/Tr Truc uckl klay ay Bay Bay

-

0.00 #DIV/0!

19

Bill Bill No.1 No.14: 4: Envi Enviro ronm nmen enta tall Plan Plan

-

0.00 #DIV/0!

20

Bill Bill No.1 No.15: 5: Misce Miscell llan aneo eous us Works Works

-

0.00 #DIV/0!

Total Construction Cost:

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-

0.00

6/28/2014

Bill No. 1: Site Clearance and Dismantling CODE

Item No.

1,02a

1,01a 1,01b 1,01c 1,01d

1,02a

1,01a 1,01b 1,01c 1,01d

1.02

1.03

1,03a

(a)

1,03a

1,03b

(b)

1,03b

1,03c 1,03d 1,03d 1,03ee 1,03f 1,03g 1,03h

(c) (d)

1,03c 1,03d 1.06 1,03e 1,03f 1,03g 1,03h

1,03e 1,03f 1,03g (h)

1,03i

(i)

1,03i

1,03j 1,03k 1,03l 1,03m 1.04

1,03j 1,03k 1,03l 1,03m (n)

1,03j 1,03k 1,03l 1,03m 1.04

1.05

1.04

1.05

1.07 1.08

Unit

Quantity

Rate(Rs)

Amount(Rs)

Cutt Cuttin ing g of tree treess incl includ udin ing g cutt cuttin ing g of trun runks, ks, bran branch che es and and remo remova vall of stum stumps ps incl inclu uding ding stac stacki kin ng of servi ervice ceab able le mate materi rial al with within in a lead lead of 100 meters and earth filling in the depression/Pit as per Technical clause 201

1.01 1,01a 1,01b 1,01c 1,01d

Description

CODE

1.07 1.08

(a) Girth 300 mm to 600 mm (b) Girth 600 mm to 900 mm (c ) Girth 900 mm to 1800 mm (d) above 1800 mm Girth

No No No No

-

Clea Cleari ring ng and and grub grubbi bing ng of road road land land inclu includi ding ng upro uproot otin ing g rank rank vege vegeta tati tion on,, gras grass, s, brus brush h shru shrubs bs,, sapl saplin ings gs and and tree treess of girt girth h upto upto 300 300 mm, mm, remo remova vall of stum stumps ps,, disp dispos osal al of unse unserv rvic icea eabl ble e mate materi rial al and and stac stacki king ng of serv servic icea eabl ble e material upto 100 meters from road boun

Hec

-

Dism Disman antl tlin ing g in foun founda dati tion on and/ and/or or abov above e grou ground nd leve levell incl includ udin ing g T&P T&P and and scaffol scaffoldin ding g wherev wherever er necess necessary ary,, sortin sorting g the disman dismantle tled d materi material, al, dispos disposal al of un-s un-ser ervi vice ceab able le mate materi rial al and and stak stakin ing g the the serv servic icea eabl ble e mate materi rial al as per per Technical Specifications Clause 202 Disman Dismantli tling ng of reinfo reinforce rced d cement cement concre concrete te for culver culverts, ts, bridge bridgess and other other structures as per specifications Disman Dismantli tling ng of plain plain cement cement concre concrete te (PCC) (PCC) for culvert culverts, s, bridge bridgess and other other structures as per specifications Dismantling stones pitching / dry stone spalls Dismantling brick masonry in in cement morter Dismantling stone masonry in cement morter Dismantling existing bitumen courses Non-Bituminous base/ Sub-base course Kilometre/5th km stone including foundation concrete if any Hectometer/Boundary stones including foundation concrete if any Pipe Pipe// Guar Guard d rail rails/ s/ Edgi Edging ng Kerb Kerbs/ s/Ma Maso sonr nry y Para Parape pet/ t/ Gutt Gutter erss and and Fenc Fencin ing/ g/ Hand railing Sign Boards Edging Kerbs & median Kerbs W type crash barrier line drain Removing hume pipes class NP2/NP3 co complete as per Clause 202 Coor Coordi dina nati ting ng with with resp respect ectiv ive e serv servic ice e prov provid ider er/a /aut utho hori riti ties es for for cutt cuttin ing g of tree trees, s, shif shifti ting ng of util utilit itie iess etc. etc. all all as per per MORT MORT&H &H Tech Techni nica call Speci Specifi ficat catio ion n Clause 110. Dismantling existing Weephole Dismantling Bearing

-

Cum

-

Cum

-

Cum Cum Cum sqm Cum No No

-

R.M. No R.M. R.M. Cum m

-

km

-

No R.M.

-

Total : 1,03a

Add 1

Dismantling of Existing Rigid Pavement

0 Cum

Total :

-

0

Bill No. 2: Earth Work

CODE

Item No.

CODE

Description

Unit

Quantity

Rate(Rs)

Amount(Rs)

Earth Earth work work in excavat excavation ion necess necessary ary for constr construct uction ion of road road way in all types types of soils and c omplete as per Technical Specification Clause No.301.

2.01 2,01a 2,01b 2,01c 2,01d 2,01e

2,01a

2,01a 2,01b 2,01c 2,01d 2,01e

a) Or Ordinary an and so soft So Soils (m (material to to be be us used in in em embankments) b)Ordinary and soft Soils (material to disposal) c)Hard rock without blasting d)Hard rock with Controlled balsting e)Hard rock with balsting & Drilling

Cu.m. Cu.m. Cu.m. Cu.m. Cu.m.

-

2,02a

2,02a

2,02a

Cons Constr truc ucti tion on of emba embank nkme ment nt with with appr approv oved ed mate materi rial al from from borr borrow ow pits pits with with all leads leads andlifts compl complete ete as per drawin drawings gs and Technic Technical al Specifi Specificat cation ion Cu.m. Clause No. 301 & 305 (with an average distance of transport of xxxxx m)

-

2,03a

2,03a

2,03a

Con Constru tructio ction n of emb embankm ankmen entt with ith sui suitab table mate materi rial al obta obtaiined from from road roadwa way y and and drai draina nage ge exca excava vati tion on with with all all lead leadss and and lift liftss compl complet ete e as per per Cu.m. drawi rawin ngs and and Tech Techn nical cal Spec Speciifica ficattion ion Clau Clausse Nos. os. 301 & 305 (wi (with an average distance of transport of 5 Km)

-

2.04

2.04

Co ns nstruc ti tion of embankment with fly ash c on onforming to Table 1 of IRC: IRC:S SP:5 P:58-20 -2001 obta obtaiined from from coal coal or lign lignit ite e burning ing ther therm mal power ower Cu.m. stat statiions ons as wast waste e mate materi rial al,, spread read and and com compacte acted d in lay layer of 200 mm thickness each at OMC, with all lifts and leads complet

-

2,05a

2,05a

2,05a

Cons Constr truc ucti tion on of Sub Sub grad grade e & eart earthe hen n / un pave paved d shou should lder erss sati satisf sfyi ying ng the the requ requir irem emen ents ts of mini minimu mum m 10% 10% CBR CBR valu value e as indi indica cate ted d in the the draw drawin ings gs and and speci specifi ficat catio ion n with with appr approv oved ed mate materi rial al with with all all lead leadss & lift liftss all all compl complet ete e as per Technical Specification Clause

Cu.m.

-

2,07a

2,07a

2,07a

Turf Turfin ing g with with sods sods of emba embank nkme ment nt slop slopes es,, verg verge, e, eart earthe hen n shou should lder erss and and other locations all complete as per Technical Specification Clause 307. 307.

Sq.m.

-

2,08a

2,08a

2,08a

Eart Earthw hwor ork k in fill fillin ing g of medi median an / isla island nd area area with with sele select cted ed eart earth h compl complet ete e as per Technical Specification Clause 407 with all leads and lifts.

Cu.m.

-

2,09a

2.09

2.09

Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction construction as per Technical specifications and as directed by the Engineer-in-charge.

Cu.m.

-

Total

0

Bill No. 3: Grannular Sub Base Courses and Base Courses ( Non- Bituminous ) CODE

Item No.

CODE

Description

Unit

3.01

3.01

3.01

Con Constru tructin cting g Gran Grann nular lar Sub Sub-ba -base comp comple lete te as per Tech Techni nica call Specification Clause No 401. Grading-I, Grading-I, Table 400-2.

Cu.m.

0

3.02

3.02

3.02

Cons Constru tructi cting ng Wet Wet Mix Mix Maca Macada dam m base base (inc (inclu ludi ding ng profi profile le corre correcti ctive ve Cu.m. course) complete as per Technical specification Clause No 406.

0

Total 3.01

Add 1

GSB Drainage Layer

Rate(Rs)

Amount(Rs)

0 Cu.m.

Total

Quantity

0 0

Bill No. 4: Bituminous Courses Courses CODE

Item No.

CODE

Description

Unit

4.01

4.01

4.01

Provid Providing ing and laying laying bitumi bituminou nouss primer primer coat over over prepar prepared ed surface surface of gran grann nular lar base with ith bitum itumin inou ouss emuls mulsio ion n comp comple lete te as per Technical Specifications Clause No 502.(Table 500-1)

Sqm

4.02

4.02

4.02

4.03

4.03

4.03

4.04

4.04

4.04

4.05

4.05

4.05

4.06

4.06

4.06

4.07

4.07

4.07

4.08

4.08

4.08

4.09

4.09

4.09

4.10 4,10a 4,10b 4.11

4.13

Add 1 Add 2

4,10a 4,10b 4.11

Providing and laying Tack coat over granular surface with bitu bitumi mino nous us emul emulsi sion on all all comp comple lete te as per per Techn Technic ical al Spec Specifi ificat catio ions ns Sqm Clause 503.(Table 500-2) @ 2.5 kg /10 sq.m. Pr ov ov id iding and laying Tac k c oa oat over bituminous c ou ourses with Bitu Bitumi mino nous us emul emulsi sion on all all compl complet ete e as per per Tech Techni nical cal Spec Specifi ificat catio ions ns Sqm Clause 503.(Table 500-2) 500-2) @ 2.0 kg/10 sq.m. Provid Providin ing g and and layi laying ng Dens Dense e Bitu Bitumi mino nous us Maca Macada dam m cour course se as per Cu.m. Technical Specification Clause No.507. No.507. Provid Providin ing g and and layi laying ng Bitumino wearin ing g cour course se usin using g Bituminous us Concrete Concrete wear Modified Bitumen ( PMB 40 )complete as per Technical Cu.m. Specifications Caluse 509 & 521. Pro Provid viding ing and and layi layin ng Bitum itumin inou ouss Maca acadam dam cou course rse (in (inclu cluding ing prof profil ile e corr correc ecti tive ve cour course se)) as per per Tech Techni nica call Spec Specif ific icat atio ion n Clau Clause se Cu.m. No.504 Pro Provid viding ing and and layi laying ng Semi Dens ense Bitum itumin inou ouss con concret crete e cour course se (inclu (includin ding g profile profile correct corrective ive course course)) as per per Technic Technical al Specifi Specificati cation on Cu.m. Clause No.508 Prov Provid idin ing g 150 150 mm thic thick k DLC DLC (M15 (M15)) as per per Tech Techni nica call Spec Specif ific icat atio ion n Cu.m. Clause 601. Provid Providin ing g 300 300 mm thick thick PQC PQC as per per Tech Techni nica call Spec Specifi ifica catio tion n Clau Clause se Cu.m. 602. Prov Provid idin ing g and and cons constr truc ucti ting ng base base cour course se by rela relayi ying ng the the exis existi ting ng pavement crust as per Technical Specification including pulver pulveriza izatio tion, n, adding adding requir required ed materia materials ls in desire desired d quant quantiti ities es and compaction (i) Bituminous course sqm (ii) Granular course sqm Milling of existing pavement crust sqm/cm Total Scarification of existing pavement Providing and laying Mastic Asphalt at intersections

sqm sqm

Total

Quantity

Rate (Rs)

Amount(Rs)

0

0

0 0 0

0

0 0 0

0

0 0

0 0

Bill No. 5: Pipe and Slab Culverts CODE 5,01b

5,02a

2,06a

3.01

5,05a

Item No. 5.01

CODE

5.02

5.03

5.04

5.05

5,03a

5.04

5,05a

5.06

5.07

Earthwork in excavation of foundation for structures, including all lifts and leads complete as per drawing and Technical Specification Clause 304 and 2903

Cum

Back filling behind abutments, wing walls / retaining walls and return walls with selected granular material of approved quality complete as per drawing and Technical specification Clause 304 & 305. Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and Technical Specifications Clause 305 & 2504. Providing Plain Cement Concrete M15 for Curtainwalls /toe walls etc. including centering all complete as per drawing and Technical Specifications Section Section 1500 & 1700 Providing and laying Plain/Reinforced cement concrete for Bottom Slab and wall and Return Foundation and pipe culvert head wall complete as per drawing and Technical Providing and laying Reinforced cement concrete in for Top Slab and Return wall excluding cost steel complete as per drawing and Technical Specification Section 1500, 1700,

5,07a

5.08

5,08c

5,08b

5,08a 3.01

5.09

5.09

5.10

5.10

5.10

5.11

Unit

Providing Plain Cement Concrete M15 for levelling course e tc. including centering a ll complete as pe r drawing and Cum Technical Specifications Section Section 1500 & 1700

5,06d

6A,15

Description

5.11

Providing , laying and jointing NP4 (as per IS:458) Hume pipes for culverts 900 dia, complete as per Technical S pecification Section 2900 and I RC Spe cial Publication No.13. Providing , laying and jointing NP4 (a s per IS:458) Hume pipes for culverts 1000 dia, complete as per Technical S pecification Section 2900 and I RC Spe cial Publication No.13. Providing , laying and jointing NP4 (a s per IS:458) Hume pipes for culverts 1200 dia, complete as per Technical S pecification Section 2900 and I RC Spe cial Publication No.13. Providing and laying granular material bedding for RCC pipes in culverts with all lifts and leads complete as per drawing and as per MORT&H Technical Specification Clause Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification clause 2706.

Total Quantity

Rate (Rs)

Amount(Rs) 0

0

Cum

0

Cum

0

Cum

0

Cum

0

Cum

0

mts

0

mts 0 mts 0

cum Nos

Providing and laying Wearing Course comprising of 65mm Bituminois concre te on top of deck slab including cost of tack coat, using modified bitumen meeting the requirements Sqm given in ta ble 500-29, laid to the re quired level and slope after cleaning the surf

0

0

Bill No. 5: Pipe and Slab Culverts CODE

5,2 - Nos 5.22 5.23 5.24 10.06 fypascol

Item CODE No. 5.20 5.20

5,22 5.23 5.24 5.25 5.27

5,22 5.23 5.24 5.25

Description

Unit

PCCM20BV Add 2

5.16 5,06d

5.19

5,08-600

Add 3 Add 4

Add 6

Add 7

Rate (Rs)

Amount(Rs)

Providing and painting with Synthetic enamel paint of approved quality for Culvert nubering, Type of culvert and details of Span arrangement as per IRC:7-1971 and as Nos directed by Engineer.

-

Sqm Rm Sqm

-

Nos

-

MT

-

Footpath Hand Rail / Crash barrier M30-Grade Tar Paper Bearing Providing and fixing marker posts as per drawing and Quantity of steel

0 0

Total

PCCM15BV Add 1

Total Quantity

P a n Cement Concrete M-15 gra e or e ng o p pe culverts complete as per drawings and Technical Specification clause 2904 P a n cement concrete M-20 gra e or ea wa o p pe culvert complete as per clause 1700. a s one mm c em e e n mm c 15 grade complete as per drawing and technical specification section 2500. RCC M-25 in sub-structure of wing wall and end walls of Box Culvert rov ng an x ng compress e re oar ype expansion joint for widening of existing culverts complete as per technical specification section 2600 Providing , laying and jointing NP4 (as per IS:458) Hume pipes for culverts 600 dia, complete as per Technical Specification Section 2900 and IRC Special Publica tion No.13. Reinforcement for approach slab

FYPASCOL Add 8 Total

Cum

0

Cum

0

Cum

0

Cum

0

Rm

0

mts 0 MT

0

0

Bill No. 6A: Minor Bridges CODE

Item No.

5,01a 5,01b 5,01c

5,01a

2,06a

6A,02

3.01

6A,03

5,03b

6A,04 PCCM15BV 6A,05 6A,05a 6A,05g FYPASCOL 6A,05k FYPASCOL 6A,05c FYPASCOL

6A,06 6A,06a 6A,06g FYPASCOL 6A,06k FYPASCOL 6A,06c FYPASCOL 6A,07 6A,07a 6A,07g FYPASCOL 6A,07k FYPASCOL 6A,07c FYPASCOL 6A,08

CODE

Description

Unit

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts Cum 6A,01a a)Ordina ry and sof t Soils (m aterial to be used in emb ank ment s) Cum 6A,01b b)Ordinary and soft Soils (material to disposal) Cum 6A,01c c)Hard rock 6A,02

Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including Cum all leads and lifts complete as per Technical Specification Clause 305.

Filter media behind abutments,wing walls and return walls complete 6A,03a with all leads and lifts as per drawing and Technical Specification Clause 2200 Providing and laying geotextile filter behind the abutment satisfying 6A,03b the requirements laid down in clause 2504.2.2. of MoRTH specifications Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100. 6A,04a PCC Providing and laying Reinforced cement concrete for Abutment & pier foundations, pile caps, bottom slab of box & return wall foundation comp lete as per dra wing and Technica l Specif ica tion s Section 1500,1700, 2100 & 2200 6A,05a PCC M30 6A,05c RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,05f Specification clause no 1600 for 6A,05c 6A,05g RCCM35 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,05j Specification clause no 1600. for 6A,05g 6A,05k RCC Grade M25 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,05n Specification clause no 1600 for 6A,05k Structural Cement concrete for Reinforced cement concrete for ABUTMENT, Side walls of Box & Return Wall substructure including centering complete as per drawing Technical specification clauses 1500 1700 2200 6A,06a PCC M30 6A,06c RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,06f Specification clause no 1600 for 6A,06c 6A,06g RCCM35 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,06j Specification clause no 1600. for 6A,06g 6A,06k RCC M25 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,06n Specification clause no 1600. for 6A,06k Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including cent ering com plet e as per drawing Technical specification clauses 1500,1700,2200 6A,07a PCC M30 6A,07c RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,07f Specification clause no 1600 for 6A,07c 6A,07g RCCM35 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,07j Specification clause no 1600. for 6A,07g 6A,07k RCC M25 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,07n Specification clause no 1600. for 6A,07k Structural Cement concrete for Reinforced cement concrete for DIRT WALL in cluding centering co mplete as per dra wing Techn ical specification clauses 1500,1700,2200

Quantity

Rate (Rs)

Amount(Rs)

-

Cum

-

Sqm

-

Cum

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Sqm

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Sqm

-


Item No.

6A,12e FYPASCOL 6A,12i FYPASCOL 6A,12a FYPASCOL 6A,12m FYACTCOL FYPASCOL 6A,12r FYACTCOL FYPASCOL 6A,13 6A,13e FYPASCOL 6A,13i FYPASCOL 6A,13n FYACTCOL FYPASCOL 6A,13a FYPASCOL 6A,13n FYPASCOL

6A,14 pile1000 pile1200 6A,15

6A,15

5.12

6A,16 6A,17

ELASTO POT 5.24 6A,18 6A,18a 6B,18b 6B,18c

CODE

Description

6A,12a RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,12d Specification clause no 1600. for 6A,12a 6A,12a RCC M35 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,12h Specification clause no 1600. for 6A,12e 6A,12i RCC M25 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,12l Specification clause no 1600. for 6A,12i 6A,12m PSC M40 HT Steel for PSC concrete complete as per drawing and Technical 6A,12p Specification 1800,1009 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,12q Specification clause no 1600. for 6A,12m 6A,12r PSC M50 HT Steel for PSC concrete complete as per drawing and Technical 6A,12u Specification 1800,1009 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,12v Specification clause no 1600. for 6A,12r Structural Cement concrete for Reinforced cement concrete/PSC for Top Slab of Box, Deck Slabs including centering complete as per drawing Technical specification clauses 809,1500,1700 6A,13a RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,13d Specification clause no 1600. for 6A,13a 6A,13e RCC M35 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,13h Specification clause no 1600. for 6A,13e 6A,13i RCC M40 HT Steel for PSC concrete complete as per drawing and Technical 6A,13l Specification 1800,1009 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,13m Specification clause no 1600. for 6A,13e 6A,13n RCC M25 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,13q Specification clause no 1600. for 6A,13n 6A,13r RCC M45 HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,13u Specification clause no 1600. for 6A,13r Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications an d remo va l o f exca va ted ea rth with all lif ts an d lead up t o 1000 m(pile dia 1200mm) 6A,14a RCC M35 1.0m dia piles 6A,14b RCC M35 1.2m dia piles Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 6A,15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515 521 & 2700. Prov id ing an d f ixing drainage spouts comp lete as p er drawin g, 6A,16 Technical Specification clause 2705. Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300. 6A,17a a) Elastomeric bearings 6A,17b b) Pot bearings 6A,17c c) Craft Paper / Tap Paper bearings Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications 6A,18a a) Filler joint / mastic Pad b) St rip seal ty pe of ex pansion j oint com plet e as per drawing and 6A,18b Technical specification for+/-20 mm c) St rip sea l ty pe of ex pansion j oint complete a s per drawing and 6A,18c Technical specification for+/-40 mm

Unit

Quantity

Rate (Rs)

Amount(Rs)

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Sqm

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

Sqm

-

Cum

-

Mt

-

Rm Rm

-

Sqm

-

Nos

-

CC Nos Rm

-

Cum

-

Cum

-

Cum

-


Item No.

FYPASCOL 3.01

6A,21

5.16

6A,22

5.10

6A,23

5,2 - Nos

6A,24

5.17

6A,25 6A,26

6A,04a

6A,04a 6A,29

6A,27

CODE

Description

HYSD bar reinf orcement complete as per drawin g and Techn ical 6A,20c Specification clause no 1600. for 6A,20a Filter media (200 mm thick) underneath pitching in slopes and flat 6A,21 surfaces complete as per drawing & Technical Specification Clause 2504 Stone pitching on sloped sufaces (300 mm thick) for earth protection 6A,22 complete (for Quadrants) as per drawings and Technical Specification 2504 Prov id ing weep holes in ab utments, wing wa lls and return wa lls 6A,23 complete as per drawing and Technical Specification 2706. Painting of CD No. and Span arrangement as per Technical 6A,24 specifications Providing and laying Dry Boulder apron complete as per Drawings and 6A,25 Technical Specifications Clause 2503 Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications 6A,26a PCC M10 grade 6A,26b PCC M15 grade 6A,27 Provision for River Training works at Minor Bridges

6A,28

6A,29a i) Depth between 0 m to 10 m 6A,29b ii) Depth between 10 m to 20 m 6A,29c iii) Depth between 20 m to 30 m

Mt

-

Cum

-

Cum

-

Nos

-

Nos

-

Cum

-

Cum Cum Ls

-

Nos Nos

-

Rm Rm Rm

-

Cum 6A,30a RCC M30 HYSD bar reinf orcement complete as per drawin g and Techn ical Mt Specification clause no 1600 for 6A,32a

FYPASCOL

Amount(Rs)

Providing and laying Reinforced cement concrete for substructure of median wall, retaining wall complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

6A,30 RCCM30BV

Rate (Rs)

Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC

6A,29

6B,31a 6B,31b 6B,31c

Quantity

Pile load test on single vertical pile in accordance with IS:2911 (Part IV) 6A,28a a) Initial and routine load test 500 MT 6A,28b b) Lateral load test 250 MT

6B,30a 6B,30b

Unit

6A,30d

-

6A,40

6A,31

6A,31

Brick Masonry Work in Cement Mortar 1:3 for parapet wall complete excluding Pointing and Plastering, as per drawings and technical cum specifications and as directed by the Engineer-in-charge.

-

6A,41

6A,32

6A,32

Plastering with cement mortar (1:3 ) on brick work in parapet wall comp lete a s per Technical Sp ecif icat ions and as directed by t he sqm Engineer-in-charge.

-

6A,45

6A,33

6A,33

Providing and Laying one coat of Zinc-rich epoxy primer and two coats of coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all Sqm concrete surfaces in contact with earth in foundationincluding all cost of material ,labour, transportation and prepar

-

6A,34

Prov id ing a nd ap ply ing ab ove f ound atio n elastic, elast omeric membrane forming system with anticarbonation and breathing properties.The sy st em should b e ba sed on solv ent f ree a cry lic polymers with selected mineral fillers and should be ultra-violet resist Sqm a slab with wire brush and water, labour charges for filling the bug holes, cracks joints, etc. with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges, all inclusive of taxes.

-

Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100.

-

6A,46

6A,34

6A,35

Bill No. 6B: Major Bridges

CODE

Item No.

CODE

Description

Unit

6B,01a 6B,01b 6B,01c

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts a)Ordinary and soft Soils (material to be used in embankments) b)Ordinary and soft Soils (material to disposal) c)Hard rock

Cum Cum Cum

-

6B,01 5,01a 5,01b 5,01c

Quantity

Rate (Rs)

Amount(Rs)

2,06a

6B,02

6B,02

Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

Cum

-

3.01

6B,03

6B,03a

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Cum

-

6B,03b

Providing and laying geotextile filter behind the abutment satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications

Sqm

-

Cum

-

5,03b

6B,04 6B,04a 6B,05 6B,05a 6B,05g FYPASCOL 6B,05k FYPASCOL 6B,05c FYPASCOL 6B,06 6B,06B 6B,06c FYPASCOL 6B,06g FYPASCOL 6B,07 6B,07a 6B 07c

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100. 6B,04a PCC M 15 grade for levelling course Providing and laying Reinforced cement concrete for Abutment, pier & return wall foundations & pile cap complet e as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200 6B,05a PCC M30 6B,05c RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6B,05f Specification clause no 1600 for 6B,05c 6B,05g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6B,05j Specification clause no 1600. for 6B,05g 6B,05k RCC M25 HYSD bar reinforcement complete as per drawing and Technical 6B,05n Specification clause no 1600. for 6B,05k Structural Cement concret e for Reinforced cement concret e for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,2200 6B,06B PCC M30 6B,06c RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6B,06f Specification clause no 1600 for 6B,06c 6B,06g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6B,06j Specification clause no 1600. for 6B,06g Structural Cement concret e for Reinforced cement concret e for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200 6B,07a PCC M30 6B 07c RCC M30

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-


CODE

Item No.

FYPASCOL

6B,11a 6B,11c FYPASCOL 6B,11g FYPASCOL 6B,12 6B,12a FYPASCOL 6B,12e FYPASCOL 6B,12r FYACTCOL FYPASCOL 6B,12n FYPASCOL 6B,12z FYACTCOL FYPASCOL 6B,12i FYPASCOL 6B,12w FYACTCOL FYPASCOL 6B,13

FYPASCOL

Description

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,10g Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200 6B,11a PCC M30 6B,11c RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6B,11f Specification clause no 1600 for 6B,11c 6B,11g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6B,11j Specification clause no 1600. for 6B,11g Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including cent ering complete as per drawing Technical specification clauses 809,1500,1700 6B,12a RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6B,12d Specification clause no 1600. for 6B,12a 6B,12e RCC M35 HYSD bar reinforcement complete as per drawing and Technical 6B,12h Specification clause no 1600. for 6B,12e 6B,12i PSC M40 HT St eel for PSC concrete complet e as per drawing and Technical 6B,12l Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical 6B,12m Specification clause no 1600. for 6B,12i 6B,12n RCC M50 HYSD bar reinforcement complete as per drawing and Technical 6B,12q Specification clause no 1600. for 6B,12n 6B,12r PSC M50 HT St eel for PSC concrete complet e as per drawing and Technical 6B,12u Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical 6B,12v Specification clause no 1600. for 6B,12r 6B,12w RCC M45 HYSD bar reinforcement complete as per drawing and Technical 6B,12z1 Specification clause no 1600. for 6B,12w 6B,12z2 PSC M45 HT St eel for PSC concrete complet e as per drawing and Technical 6B,12z5 Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical 6B,12z6 Specification clause no 1600. for 6B,12z2 Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,1700 6B,13a RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6B,13d Specification clause no 1600. for 6B,13a 6B,10j

6B,11

6B,13a

CODE

Unit Mt

Quantity

Rate (Rs)

Amount(Rs) -

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

MT

-

Cum

-

MT

-

MT

-

Cum

-

Mt

-


CODE

Item No.

CODE

6B,18 6A,18a

6B,18a

6B,18b

6B,18b

6B,18c

6B,18c

5.19

6B,18d

6B,19

6B,19

6B,19

6B,20 6B,20a

6B,20a

FYPASCOL

6B,20c

3.01

6B,21

6B,21

5.16

6B,22

6B,22

5.10

6B,23

6B,23

6A,25

6B,24

6B,24

5.17

6B,25

6B,25

6B,26 PCCM10BV PCCM15BV 6B,29

6B,27

6B,26a 6B,26b 6B,27

6B,28 6B,30a 6B,30b

Filter media (200 mm thick) underneath pitching in slopes and flat surfaces complete as per drawing & Technical Specification Clause 2504 Stone pitching on sloped sufaces (300 mm thick) for earth protection complete (for Quadrants) as per drawings and Technical Specification 2504 Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706. Painting of CD No. and Span arrangement as per Technical specifications Providing and laying Dry Boulder apron complete as per Drawings and Technical Specifications Clause 2503 Providing and laying PCC filling for bed protection as per Drawings and Technical Specifications PCC M10 grade PCC M15 grade Provision for River Training works at Minor Bridges

a) Initial and routine load test 500 MT b) Lateral load test 250 MT

6B,29a 6B,29b 6B,29c

i) Depth between 0 m to 10 m ii) Depth between 10 m to 20 m iii) Depth between 20 m to 30 m Providing and laying Reinforced cement concrete for median wall, retaining wall complete as per drawing and Technical Specifications

Quantity

Rate (Rs)

Amount(Rs)

Cum

-

Cum

-

Cum

-

Rm

-

Cum

-

Cum

-

Mt

-

Cum

-

Cum

-

Nos

-

Nos

-

Cum

-

Cum Cum Ls

-

Nos. Nos.

-

-

-

Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as per IRC

6B,29

6B,30

Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications a) Filler joint / mastic Pad b) St rip seal type of expansion j oint complete as per drawing and Technical specification for+/-20 mm c) St rip seal type of expansion joint complet e as per drawing and Technical specification for+/-40 mm Filler board type expansion joint for Existing Providing PCC M15 grade concrete for levelling course under Approach Slabs Providing Reinforced Cement Concrete M 30 grade in approach slabs including reinforcement complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704 RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,20a

Unit

Pile load test on single vertical pile in accordance with IS:2911 (Part IV) 6B,28a 6B,28b

6B,31a 6B,31b 6B,31c

Description

-

Rm Rm Rm

-


CODE

Item No.

6B,34

CODE

Description

Unit

6B,34

Providing and applying above foundation elastic, elastomeric membrane forming system with anticarbonation and breathing properties.The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, environment friendly, water proofing coating. For anticarbonation, equivalent Air layer Thickness denoted as R or SDCO2 50 m and for breathability equivalent Air layer Thickness denoted as SDH2O shall be 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75-100 g/m2 .The consumption of main polymer coating to give film thickness of 200 - 225 microns (solid contents, 70% 3%) should be approx. 400-450gms/m2 per two coats depending upon the method of application (either by roller or brush) and surface smoothness of the concrete.The total dry film thickness of the coat ing sy st em should be minimum 200 microns f or t he above system. Polymer coating should be in suitable approved shades, including cost of materials, cleaning, chipping and removing the dirt particles of the concrete slab with wire brush and water, labour charges for filling the bug holes, cracks joints, etc. with one component polymer modified fine repair and cosmetic mortar, labour for applying the above coating, scaffolding charges, all inclusive of taxes.

Sqm


6B,35

TA

6B,35a

2,06a

6B,35b

7.25a

6B,36

6B,36

7.25b

6B,37

6B,37

(i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per T echnical specification. (ii) select fill in the reinforcing zone behind RE wall Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6 Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications

Asphaltic plug type expansion joint Providing and laying PCC M-20 grade in footpath 150mm dia GI pipes for utilities Geotechnical Investigation

Rate (Rs)

Amount(Rs)

-

sqm

-

cum

-

RM

-

RM

-

Total Add 1 Add 2 Add 3 Add 4

Quantity

0 RM Cum Cum RM

Bill No. 6C: Flyovers

CODE

Item No.

CODE

Description

Unit

6C,01a 6C,01b 6C,01c

Earthwork in excavation of foundation for structures complete as per drawing and Technical Specification Clause 304 including all Leads and Lifts a)Ordinary and soft Soils (material to be used in embankments) b)Ordinary and soft Soils (material to disposal) c)Hard rock

Cum Cum Cum

-

6C,01 5,01a 5,01b 5,01c

Quantity

Rate (Rs)

Amount(Rs)

2,06a

6C,02

6C,02

Providing Back filling behind abutments, wing walls and return walls, with selected imported granular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

Cum

-

3.01

6C,03

6C,03a

Filter media behind abutments,wing walls and return walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

Cum

-

6C,03b

Providing and laying geotextile filter behind the abutment satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications

Sqm

-

5,03b

6C,04 6C,04a 6C,05 6C,05a

6C,05a FYPASCOL 6C,05d FYPASCOL 6C,05d

FYPASCOL 6C,06 6C,07b

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100. 6C,04a PCC M 15 grade for levelling course Providing and laying Reinforced cement concrete for foundations & pile cap complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200 6C,05a PCC M30 6C,05c RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al 6C,05f Specification clause no 1600 for 6C,05c 6C,05g RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al 6C,05j Specification clause no 1600. for 6C,05g 6C,05k RCC M25 HYSD bar reinforc ement complete as per drawing and Tec hnic al 6C,05n Specification clause no 1600. for 6C,05k Struc tural Cement conc rete for Reinforced cement c oncrete for ABUTMENT & Return Walls including centering complete as per drawing Technical specification clauses 1500,1700,2200 6C,06C PCC M30

Cum

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-


CODE

Item No.

6C,07c FYPASCOL

CODE

Description

Unit

6C,06c

RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6C,06c RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,06g Struc tural Cement conc rete for Reinforced cement c oncrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6C,07c RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,07g Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6C,08c RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,08g Struc tural Cement conc rete for Reinforced cement c oncrete for PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6C,09c RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,09g RCCM40 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,09k Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6C,10c RCCM35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,10g Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200

Cum

-

Mt

-

Cum

-

Mt

-

6C,06f

6C,07g

6C,06g

FYPASCOL

6C,06j 6C,07

6C,08a 6C,08c

6C,07a 6C,07c

FYPASCOL

6C,07f

6C,08g

6C,07g

FYPASCOL

6C,07j 6C,08

6C,09a 6C,09c

6C,08a 6C,08c

FYPASCOL

6C,08f

6C,09g

6C,08g

FYPASCOL

6C,08j 6C,09

6C,10a 6C,10c

6C,09a 6C,09c

FYPASCOL

6C,09f

6C,10g

6C,09g

FYPASCOL

6C,09j

6C,10k

6C,09k

FYPASCOL

6C,09n 6C,10

6C,11a 6C,11c

6C,10a 6C,10c

FYPASCOL

6C,10f

6C,11g

6C,10g

FYPASCOL

6C,10j 6C,11

Quantity

Rate (Rs)

Amount(Rs)

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-


CODE

Item No.

CODE

6C,13 6C,14a

6C,13a

FYPASCOL

6C,13d

6C,14e

6C,13e

FYPASCOL

6C,13h

6C,14r

6C,13i

FYACTCOL

6C,13l

FYPASCOL

6C,13m

6C,14i

6C,13n

FYPASCOL

6C,13q

6C,14n

6C,13r

FYPASCOL

6C,13u

6C,14 pile1000 pile1200 pile1500

6C,14a 6C,14b 6C,14c

FYPASCOL

6C,14d

6A,38

6C,14e

6A,15

6C,15

6C,15

5.12

6C,16

6C,16

6C,17 ELASTO POT 5.24

6C,17a 6C,17b 6C,17c 6C,18

6A,18a 6b,18b cum

6C,18a 6C,18b

6b,18d

6C,18c

5.19 6C 14

6C,18d 6C 19

6C 19

Description Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,1700 RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,13a RCC M35 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,13e RCC M40 HT Steel for PSC c oncrete complete as per drawing and Tec hnic al Specification 1800,1009 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,13i RCC M45 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,13n RCC M50 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,13r Providing bored cast-in-situ M35 grade RCC piles excluding reinforcement complete as per drawings and technical specifications and removal of excavated earth with all lifts and lead up to 1000 m(pile dia 1200mm) RCC M30 1.0m dia piles RCC M35 1.2m dia piles RCC M35 1.5m dia piles HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600. for 6C,14 Providing Steel Liner for Pile including Fabricating and Setting out as per Detailed Drawing. Bituminous Concrete Wearing Course of total 65 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 15 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700. Providing and fixing drainage spouts complete as per drawing, Technical Specification clause 2705. Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300. a) Elastomeric bearings b) Pot bearings c) Craft Paper / Tap Paper bearings Providing and fixing expansion joints complete as per drawing and Technical Specification No. 2600 and confirming to MoRT&H modified interim specifications a) Filler joint / mastic Pad b) Strip seal type of expansion j oint c omplete as per drawing and Technical specification for+/-20 mm c ) Strip seal type of expansion j oint c omplete as per drawing and Technical specification for+/-40 mm Filler board type expansion joint for Existing Providing PCC M15 grade concrete for levelling course under Approach

Unit

Quantity

Rate (Rs)

Amount(Rs)

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Cum

-

MT

-

Rm Rm Rm

-

MT

-

MT

-

Sqm

-

Nos

-

CC Nos Rm

-

Cum

-

Cum Rm

-

Rm

-

Cum


CODE

Item No.

CODE

Description

Unit

RCC M30 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6A,05c RCC M25 HYSD bar reinforc ement complete as per drawing and Tec hnic al Specification clause no 1600 for 6A,32e

Cum

-

Mt

-

Cum

-

Mt

-

6B,24a

6C,30a

FYPASCOL

6C,30d

6B,24a

6C,30e

FYPASCOL

6C,30h

6C,31

6C,31

Brick Masonry Work in Cement Mortar 1:3 for parapet wall complete exc luding Pointing and Plastering, as per drawing s and tec hnic al specifications and as directed by the Engineer-in-charge.

cum

6C,32

6C,32

Plastering with c ement mortar (1:3 ) on bric k work in parapet wall complete as per Technical Specifications and as directed by the Engineerin-charge.

sqm

6C,33

Providing and Laying one coat of Zinc-rich epoxy primer and two coats of c oal tar epoxy paint (T otal DFT =50+80+80 =210 microns) to all concrete surfaces in contact with earth in foundationincluding all cost of material ,labour, transportation and preparing the surfaces by cleaning, washing, brushing, sand/grit blasting etc. complete as directed by engineer and as per specification.

Sqm

6C,33

6C,34

6C,34

6C,35

TA

6C,35a

2,06a

6C,35b

7.25a

6C,36

6C,36

7.25b

6C,37

6C,37

rov ng an app y ng a ove oun at o n e a st c , e a stomer c mem rane forming system with anticarbonation and breathing properties.The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, environment friendly, water proofing coating. For anticarbonation, equivalent Air layer Thickness denoted as R or SDCO2 50 m and for breathability equivalent Air layer Thickness denoted as SDH2O shall be 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75-100 g/m2 .The consumption Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100. (i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per Technical specification. (ii) select fill in the reinforcing zone behind RE wall Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6 Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications

Quantity

Rate (Rs)

Amount(Rs)

Sqm

0

sqm

-

cum

-

RM

-

RM

-

Total 6D,11a 6D,11a 3.01

Add 1 Add 2 Add 3

150mm dia PVC Downtake pipe 150mm dia PVC Runner pipe Filter media in the reinforcing zone behind RE wall

0 RM RM cum

-

Bill No. 6C-1 : ROB - RUB CODE

Item No.

CODE

Description

Unit

5,01a

6C,01a

a)Ordinary and soft Soils (material to be used in embankments)

Cum

5,01b 5,01c

6C,01b 6C,01c

b)Ordinary and soft Soils (material to disposal) c)Hard rock Providing back filling behind abutments with ordinary grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

Cum Cum

6C,02

6C,02

6C,02

6C,03

6C,03

6C,03

6C,04a 6C,04c 6C,05

6C,05d

6C,05a

FYPASCOL

6C,05c

6C,05a

6C,05d

FYPASCOL

6C,05g

6C,06 6C,06a 6C,06b

FYPASCOL

6C,06c

6A,38

6C,06d 6C,07

6C,07B 6C 07c

Amount(Rs)

Providing back filling behind abutments with selected imported grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

-

Cum

Cum

Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

6C,04

pile1000 PILE1200

Rate (Rs)

Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304

6C,01

6C,04a 6C,04c

Quantity

6C,07B 6C 07c

PCC M 15 grade for levelling course PCC M20 Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200 RCC M30 grade HYSD bar reinforcement (open fund+pile cap) complete as per drawing and Technical Specification clause no 1600. RCC M35 HYSD bar reinforcement (open fund+pile cap) complete as per drawing and Technical Specification clause no 1600. Bored c ast in situ M 30 grade RCC Pile excluding reinforcement, including socketting the piles in soft / hard rock as per drawing,Technical specifications clause 1100 & 1700 (including initial and routine load tests) 1.0 m dia pile 1.2 m dia pile HYSD bar reinf orc ement ( pile) complete as per drawing and Technical Specification clause no 1600. Providing Steel Liner for Pile including Fabricating and Setting out as per Detailed Drawing. Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30

Cum cum

-

Cum

-

MT

-

cum MT

Rm Rm

-

MT

-

MT

Cum Cum


Item No.

FYPASCOL

FYPASCOL 6C,11 6C,11a 6C,11c RCCM35BV 6C,11g FYPASCOL 6C,12 6C,12a 6C,12c FYPASCOL 6C,12g FYPASCOL 6C,13

FYPASCOL 6C,13e FYPASCOL 6C,13n FYACTCOL FYPASCOL 6C,13s FYACTCOL FYPASCOL

Description

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,10g 6C,10k RCCM40 HYSD bar reinforcement complete as per drawing and Technical 6C,10n Specification clause no 1600. for 6C,10k Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,2200 6C,11a PCC M30 6C,11c RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6C,11f Specification clause no 1600 for 6C,11c 6C,11g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6C,11j Specification clause no 1600. for 6C,11g Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200 6C,12a PCC M30 6C,12c RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6C,12f Specification clause no 1600 for 6C,12c 6C,12g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6C,12j Specification clause no 1600. for 6C,12g Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,1700 6C,13a RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6C,13d Specification clause no 1600. for 6C,13a 6C,13e RCC M35 HYSD bar reinforcement complete as per drawing and Technical 6C,13h Specification clause no 1600. for 6C,13e 6C,13i PSC M40 HT Steel for PSC concrete complete as per drawing and Technical 6C,13l Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical 6C,13m Specification clause no 1600. for 6C,13i 6C,13n PSC M50 HT Steel for PSC concrete complete as per drawing and Technical 6C,13q Specification 1800,1009 for 6C,13n HYSD bar reinforcement complete as per drawing and Technical 6C,13r Specification clause no 1600. for 6C,13m 6C,10j

6C,10k

6C,13a

CODE

Unit Mt

Quantity

Rate (Rs)

Amount(Rs) -

Cum Mt

Cum Cum Mt Cum

-

Mt

-

Cum Cum Mt Cum

-

Mt

-

Cum Mt Cum Mt Cum Mt Mt Cum Mt Mt


Item No.

CODE

6b,18b

6C,13

6b,18c

6C,13b 6C,14 6C,14 6C,15

6C,15a

6C,15a

FYPASCOL

6C,15c

5.1

6C,16

6C,16

6A,25

6C,17

6C,17

6C,20

6C,18

6C,18

6C,21

6C,19

6C,19

6C,23

6C,20

6C,20

fyestcol

6C,21

6C,21

6C,22 6C,22a 6C,22b

6B,23

6B,31a 6B,31b 6B,31c

Unit

Quantity

Rate (Rs)

Amount(Rs)

Providing and fixing expansion joints complete as per drawing and Technical specification and confirming to MORT&H modified interim specifications as per clause 2609 and 2610.)

6C,13

6C,14

Description

6B,23a 6B,23b 6B,23c

a) Expansion joint complete as per drawing and Technical specification for+/-50 mm b) Expansion joint complete as per drawing and Technical specification for+/-80 mm Plain Cement Concrete (Grade M15) for levelling course below approach slabs complete as per drawings and Technical Specification Sections 2700. PCC M 15 grade Providing Reinforced Cement Concrete M 30 grade in approach slabs complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704 RCC M 30 grade HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6C,18a Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706. Painting of Flyover No. and span arrangement as per drawing and Technical specifications clause no 800. Providing floor finishes complete as per drawings and technical specifications Providing roofing complete as per drawings and technical specifications Providing precast steps complete as per drawings and technical specifications Structural steel Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) a) Initial and routine load test 500 MT b) Lateral load test 250 MT Carry out confirmatory bores upto required depths at each foundation location of bridge complete in all respects including testing as per Technical Specifications Section 2400 and interpretation of the bore data and presentation of the results as er IRC i) Depth between 0 m to 10 m ii) Depth between 10 m to 20 m iii) Depth between 20 m to 30 m Providing and laying Reinforced cement concrete for foundations

Rm Rm

Cum

-

Cum

-

Mt Nos

-

Nos. Sqm Rm Rm MT

Nos. Nos.

Rm Rm Rm

-


Item No.

CODE

Description

Unit

Rate (Rs)

Amount(Rs)


6C,32

TA

6C,32a

2,06a

6C,32b

7.25a

6C,33

6C,33

7.25b

6C,34

6C,34

(i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per Technical specification. (ii) select fill in the reinforcing zone behind RE wall Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6 Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Tec hnical Specifications

sqm

-

cum

-

RM

-

RM

-

Total Add 1 Add 2 Add 3 Add 4 Add 5 Add 6

Quantity

150mm dia PVC Downtake pipe 150mm dia PVC Runner pipe Geotechnical Investigation Tar Paper bearing RCC M-30 grade for Return wall foundation Reinforcement for Return wall foundation

RM RM RM Sqm Cum Tonne

Bill No. 6D - VUP, PUP

CODE

Item No.

CODE

6D,01 5,01a 5,01b 5,01c 2,06a

6D,03

6D,01a 6D,01b 6D,01c 6D,02

6D,03

6D,02

6D,03

5,01a 5,01a

Description Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304 a)Ordinary and Soil For Box Portion b)Ordinary and soft Soils (material to disposal) c)Hard rock Providing back filling behind abutments with ordinary grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305. b) Return Wall

Unit

Quantity

Rate

Amount(Rs)

Cum Cum Cum

-

cum

-

cum

Providing back filling behind abutments with selected imported grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305.

cum

-

b) Wing Wall C) Return Wall

Cum Cum

-

Providing Plain Cement concrete for levelling course etc., under 6D,04 6D,04a 6D,04a 6D,04a 6D,04c

6D,04a 6D,04a 6D,04c 6D,05

6D,05A 6D,05A 6D,05A 6D,05A 6D,07C

-

foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100.

PCC M 15 grade for levelling course For Under pass PCC M 15 grade for levelling course Below Wing Wall PCC M 15 grade for levelling course Below Return Wall PCC M20 Providing and laying Reinforced cement concrete for of Box

cum cum cum cum

-

complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

6D,05a

6D,14E 6D,14E

RCC M30 for Bottom Slab 1. Heel 2. Running section 3. Shear Key RCC M30 For Side Walls RCC M30 for Top Slab 1. Top Slab 2. Top Slab Haunch

6C,05A

RCC M30 For Wing Wall a. Foundation

-

Cum

Cum Cum Cum

Cum

-

6C,09C

b. Wall RCC M30 For Return Wall a. Foundation b. Wall

6C,05A 6C,09C FYPASCOL

6D,05c

6D,05d

6D,05d

FYPASCOL

6D,05g

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. RCC Grade M30 in Abutment & pier foundation HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600.

Cum Cum Cum

-

MT

-

cum

-

MT

-

Bored cast in situ M 30 grade RCC Pile excluding reinforcement, 6D,06 PILE1000

6D,06a

FYPASCOL

6D,06b

PILE1200

6D,06c

FYPASCOL

6D,06d

6A,38

6D,06e 6D,07

6D,07B 6D,07c

FYPASCOL 6D,08

FYPASCOL 6D,08g FYPASCOL

Rm

-

Mt

-

Rm

-

Mt

-

MT

-

ABUTMENT i nc lud in g c ent er in g c om pl et e a s p er dr aw in g T ec hn ic al specification clauses 1500,1700,2200

PCC M30 RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6D,07f Specification clause no 1600 for 6D,07c 6D,07g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6D,07j Specification clause no 1600. for 6D,07g Structural Cement concrete for Reinforced cement concrete for

6D,07g

6D,08a 6D,08c

1.0 m dia pile HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,05c 1.2 m dia pile HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6A,05c Providing Steel Liner for Pile including Fabricating and Setting out as per Detailed Drawing. Structural Cement concrete for Reinforced cement concretefor

6D,07B 6D,07c

FYPASCOL

-

including socketting the piles in soft / hard rock as per drawing,Technical specifications clause 1100 & 1700 (including initial and routine load tests)

Cum Cum

-

Mt

-

Cum

-

Mt

-

ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200

6D,08a 6D,08c

PCC M30 RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6D,08f Specification clause no 1600 for 6D,08c 6D,08g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6D,08j Specification clause no 1600. for 6D,08g

Cum Cum

-

Mt

-

Cum

-

Mt

-

Structural Cement concrete for Reinforced cement concrete for 6D,09 6D,09a 6D,09c

6D,09a 6D,09c


FYPASCOL 6D,09g FYPASCOL 6D,10 6D,10a 6D,10c

FYPASCOL 6D,11 6D,11a 6D,11c


6D,11g FYPASCOL 6D,12 6D,12a 6D,12c

PIER CAP inc luding cente ring complete as per drawing specification clauses 1500,1700,2200

6D,12a 6D,12c

FYPASCOL 6D,12g FYPASCOL 6D,13

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

PIER including centering complete as per drawing Technical specification clauses 1500,1700,2200

6D,11a 6D,11c

FYPASCOL

-

-


6D,10g

Cum Cum

PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,2200

6D,10a 6D,10c

FYPASCOL

-

DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,2200

Cum Cum

-

Mt

-

Cum

-

Mt

-

Technical

PCC M30 RCC M30 HYSD bar reinforcement complete as per drawing and Technical 6D,12f Specification clause no 1600 for 6D,12c 6D,12g RCCM35 HYSD bar reinforcement complete as per drawing and Technical 6D,12j Specification clause no 1600. for 6D,12g Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER in cl ud in g c en te ri ng c om ple te a s p er d ra win g Te ch nic al

Cum Cum

-

Mt

-

Cum

-

Mt

-

specification clauses 809,1500,1700

6D,13e

6D,13a

RCC M30

Cum

-

FYPASCOL

6D,13d

6D,13i

6D,13e

FYPASCOL

6D,13h

6D,13m

6D,13i

FYacTCOL

6D,13l

6D,13a

6D,13m

FYPASCOL

6D,13p

6D,13q

6D,13q

FYacTCOL

6D,13t

FYPASCOL

6D,13u

6D,13i

6D,13v

FYPASCOL

6D,13y 6D,14

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13a RCC M35 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13e PSC M40 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13v HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009 RCC M25 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13e PSC M50 HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13q RCC M40 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,13v Structural Cement concrete for Reinforced cement concrete/PSC for SLAB inc ludin g c en te ri ng c omple te as pe r dr aw ing Te chn ic al

Mt

-

Cum

-

Mt

-

Cum

-

Mt Mt

-

cum

-

MT

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

specification clauses 809,1500,1700

6D,14a 6D,14e FYPASCOL 6D,14i

6D,14m 6D,14a 6D,14d 6D,14e

FYPASCOL

6D,14h

6D,14m

6D,14i

FYacTCOL

6D,14l

FYPASCOL

6D,14p

6D,14q

6D,14q

FYacTCOL

6D,14t

FYPASCOL

6D,14u

6D,14i

6D,14v

FYPASCOL

6D,14y

RCC M25 RCC M30 HYSD bar reinforcement complete as per drawing and Technical Spe RCC M35 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14e PSC M40 HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14e PSC M45 HT Steel for PSC concrete complete as per drawing and Technical Specification 1800,1009 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14q RCC M40 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,14v

cum Cum Mt Cum

-

Mt

-

Cum

-

Mt

-

MT

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Bituminous Concrete Wearing Course of total 62 mm thick comprising 6A,15

6D,10

6D,10

5.12

6D,11

6D,11

6D,12 ELASTO POT

Providing and fixing drainage spouts complete as per drawing ,Tech Providing and fixing bearings complete as per drawing and Technical

6D,13

-

Nos

-

a) Elastomeric bearings b)Pot/PTFE Providing and fixing expansion joints c om ple te a s p er d ra win g a nd

CC Nos

-

Technical specification and confirming to MORT&H modified interim specifications as per clause 2609 and 2610.)

6B,18b

6D,13a

6B,18d

6D,13b

6B,18d

6D,13c

6D,13d

6A,15 6A,15

b) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-20 mm c) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-40 mm c) Strip seal type of expansion joint complete as per drawing and Technical specification for+/-50 mm

6D,14

Rm -

Modular Strip / Box Seal Joint (Providing and laying of a modular strip Box steel expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be insta Underpass Top Slab Underpass Bottom Plain Cement Concrete (Grade M15) for levelling course below

6D,14

Sqm

Specification 2000,2200 and 2300.

6D,12a 6D,12b

6B,18e

two layers of 25 mm thick Bituminous Concrete laid over a coat of 12 mm thick Mastic Asphalt as per Technical Specification Sections 509, 515, 521, & 2700.

-

Sqm Sqm

-

approach slabs complete as per drawings and Technical Specification Sections 2700.

6D,14 6D,15

6D,15A

6D,15a

FYPASCOL

6D,15c

5.10

6D,16

6D,16

5,2 - Nos

6D,17

6D,17

5,27a

6D,18

6D,18

6D,19

6D,19

PCC M 15 grade Providing Reinforced Cement Concrete M 30 grade in approach sl abs comp lete a s p er d ra win gs and Techn ica l S pecifi ca tio ns 1500,1600 and 1700 & 2704 RCC M 30 grade HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,18a Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706. Paintin g o f VUP No. a nd spa n ar ra ngement as per dra wi ng an d Technical specifications clause no 800. Providing floor finishes complete as per drawings and technical specifications Providing roofing complete as per drawings and technical specifications

-

Cum

-

Cum

-

Mt

-

Nos

-

Nos

-

Sqm

-

Rm

-

3,01a

-

Rm

-

MT

-

cum

-

cum

-

Brick Masonry Work in Cement Mortar 1:3 for parapet wall complete excluding Pointing and Plastering, as per drawings and technical specifications and as directed by the Engineer-in-charge.

Cum

-

6D,26

Plastering with cement mortar (1:3 ) on brick work in parapet wall complete as per Technical Specifications and as directed by the Engineer-in-charge.

Sqm

-

6D,27

Providing and Laying one coat of Zinc-rich epoxy primer and two coats of coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all concrete surfaces in contact with earth in foundation and substructure including all cost of material ,labour, transpo

Sqm

-

6D,28

Providing and applying elastic, elastomeric membrane forming system with anticarbonation and breathing properties.The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridgin

Sqm

-

6D,20

6D,21

6D,21

FYESTCOL

6D,22

6D,22

3,01a

6D,23

6D,223

5,16a

6D,24

6D,24

6A,40

6D,25

6D,25

6A,41

6D,26

6A,45

6A,46

6D,27

6D,28

6D,30 7.25b b

6D,30a

FYPASCOL

6D,30c

6b,35

6D,31 6D,32

Filter media behind MSE walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200 Providing precast steps complete as per drawings and technical specifications Structural steel Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specifications and as directed by the Engineer-in-charge. Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications and as directed by the E ngineer-in-charge.

Cum

6D,20

6D,31

Providing and constructing friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications RCC HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6D,30b filling in foundations with Granular Moorum soil below the base slab of Box as per drawing and Technical Specifications Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100.

Cum

-

Mt

-

Cum

-

TA

6D,32a

2,06a 3.01

6D,32b 6D,32c

7.25a

6D,33

6D,33

7.25b

6D,34

6D,34

(i) Providing and erecting precast c oncrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per Technical specification. (ii) select fill in the reinforcing zone behind RE wall (ii) Filter media in the reinforcing zone behind RE wall Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6 Providing and constructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications

sqm

-

cum cum

-

RM

-

RM

-

TOTAL

0

Bill No. 6E: Subways, Foot Over bridge, Cattle/Pedestrian Underpasses

CODE

Item No.

CODE

6E,01 5,01a 5,01b 5,01c

6E,01a 6E,01b 6E,01c

6E,02

6E,02

6E,02

2.06

6E,03

6E,03

6E,04 6E,04a

6E,04a

6E,05a

6E,05a

FYPASCOL

6E,05c

6E,05d

6E,05d

FYPASCOL

6E,05g

6E,05h

6E,05h

FYPASCOL

6E,05k 6E,06 6E,06a 6E,06b 6E,06c

6A,38 6E,07 6E,07B 6E,07c

Earthwork in excavation for foundation in structure including all leads and lifts as per drawing and Technical specifications clause no 304 a)Ordinary and soft Soils (material to be used in embankments) b)Ordinary and soft Soils (material to disposal) c)Hard rock Providing back filling behind abutments with ordinary grannular material of approved quality including all leads and lifts complete as per Technical Specification Clause 305. Providing back filling behind abutments with selected imported grannular material of approved quality inc luding all leads and lif ts complete as per Technical Specification Clause 305. Providing Plain Cement concrete for levelling course etc., under foundations including centering complete as per drawing and Technical Specification clauses 1500,1700,& 2100. PCC M 15 grade for levelling course

Unit

Quantity

Rate (Rs)

Amount(Rs)

Cum Cum Cum

-

cum

-

cum

-

cum

-

cum

-

MT

-

cum

-

MT

-

Cum

-

Mt

-

Rm Rm

-

MT

-

Cum Cum

-

Providing and laying Reinforced cement concrete for foundations complete as per drawing and Technical Specifications Section 1500,1700, 2100 & 2200

6E,05

pile1000 pile1200

Description

6E,07B 6E,07c

RCC M35 grade HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. RCC Grade M30 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6E,05h Bored cast in situ M 30 grade RCC Pile excluding reinforcement, including socketting the piles in soft / hard rock as per drawing,Technical specifications clause 1100 & 1700 (including initial and routine load tests) 1.0 m dia pile 1.2 m dia pile Providing Steel Liner for Pile including Fabricating and Setting out as per Detailed Drawing. Structural Cement concrete for Reinforced cement concrete for ABUTMENT including centering complete as per drawing Technical specification clauses 1500,1700,2200 PCC M30 RCC M30


CODE

Item No.

FYPASCOL

CODE

Description

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600 for 6E,07c 6E,07g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,07j clause no 1600. for 6E,07g Structural Cement concrete for Reinforced cement concrete for ABUTMENT CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200 6E,08a PCC M30 6E,08c RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,08f clause no 1600 for 6E,08c 6E,08g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,08j clause no 1600. for 6E,08g Structural Cement concrete for Reinforced cement concrete for DIRT WALL including centering complete as per drawing Technical specification clauses 1500,1700,2200 6E,09a PCC M30 6E,09c RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,09f clause no 1600 for 6E,09c 6E,09g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,09j clause no 1600. for 6E,09g Structural Cement concrete for Reinf orc ed c ement conc ret e f or PEDESTAL including centering complete as per drawing Technical specification clauses 1500,1700,2200 6E,10a PCC M30 6E,10c RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,10f clause no 1600 for 6E,10c 6E,10g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,10j clause no 1600. for 6E,10g 6E,07f

6E,07g FYPASCOL 6E,08 6E,08a 6E,08c FYPASCOL 6E,08g FYPASCOL 6E,09 6E,09a 6E,09c FYPASCOL 6E,09g FYPASCOL 6E,10 6E,10a 6E,10c FYPASCOL 6E,10g FYPASCOL 6E,11

Structural Cement concrete for Reinforced cement concrete for PIER including centering complete as per drawing Technical specification clauses 1500,1700,2200

Unit

Quantity

Rate (Rs)

Amount(Rs)

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-


CODE

Item No.

6E,11a 6E,11c

CODE 6E,11a 6E,11c

PCC M30 RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,11f clause no 1600 for 6E,11c 6E,11g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,11j clause no 1600. for 6E,11g

FYPASCOL 6E,11g FYPASCOL

6E,12a 6E,12c

6E,12a 6E,12c

FYPASCOL 6E,12g FYPASCOL 6E,13 6E,13a

6E,13e FYPASCOL 6E,13n FYacTCOL FYPASCOL 6E,13s FYPASCOL FYPASCOL 6E,13i

Unit

Quantity

Rate (Rs)

Amount(Rs)

Cum Cum

-

Mt

-

Cum

-

Mt

-

Cum Cum

-

Mt

-

Cum

-

Mt

-

Structural Cement concrete for Reinforced cement concrete for PIER CAP including centering complete as per drawing Technical specification clauses 1500,1700,2200

6E,12

FYPASCOL

Description

PCC M30 RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,12f clause no 1600 for 6E,12c 6E,12g RCCM35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,12j clause no 1600. for 6E,12g Structural Cement concrete for Reinforced cement concrete/PSC for GIRDER including centering complete as per drawing Technical specification clauses 809,1500,1700 6E,13a RCC M30 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,13d clause no 1600. for 6E,13a 6E,13e RCC M35 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,13h clause no 1600. for 6E,13e 6E,13i PSC M40 HT Steel for PSC concrete complete as per drawing and Technical Specification 6E,13l 1800,1009 HYSD bar reinforcement complete as per drawing and Technical Specification 6E,13m clause no 1600. for 6E,13i 6E,13n PSC M50 HT Steel for PSC concrete complete as per drawing and Technical Specification 6E,13q 1800,1009 for 6E,13n HYSD bar reinforcement complete as per drawing and Technical Specification 6E,13r clause no 1600. for 6E,13n 6E,13s RCC M50

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-

Mt

-

Mt

-

Cum

-


CODE

Item No.

FYPASCOL

CODE

Description

Unit

6E,13v

HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6B,13s

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

Cum

-

Mt

-

6E,14a

FYPASCOL

6E,14d

6E,14e

6E,14e

FYPASCOL

6E,14h

6E,14m FYacTCOL

6E,14i

6E,14i

6E,14m

6E,14l

FYPASCOL

6E,14p

6A,15

6E,10

6E,10

5.1200

6E,11

6E,11

6E,12 ELASTO 6E,12b

6E,12a 6E,12b 6E,13

6E,13

6E,13 6E,14

6E,14

6E,14 6E,15

Rate (Rs)

Amount(Rs)

Structural Cement concrete for Reinforced cement concrete/PSC for SLAB including centering complete as per drawing Technical specification clauses 809,1500,1700

6E,14 6E,14a

Quantity

RCC M30 HYSD bar reinforcement complete as per drawing and clause no 1600. for 6E,14a RCC M35 HYSD bar reinforcement complete as per drawing and clause no 1600. for 6E,14e PSC M40 HT Steel for PSC concrete complete as per drawing and 1800,1009 RCC M45 HYSD bar reinforcement complete as per drawing and clause no 1600. for 6E,14m

Technical Specification




Bituminous Concrete Wearing Course of total 62 mm thick comprising two layers of 25 mm thick Bituminous Concrete laid over a coat of 12 mm thick Mastic Asphalt Sqm as per Technical Specification Sections 509, 515, 521, & 2700. Providing and fixing drainage spouts complete as per drawing ,Technical Specificationclauses 2705. Providing and fixing bearings complete as per drawing and Technical Specification 2000,2200 and 2300. a) Elastomeric bearings b)Pot/PTFE Providing and fixing expansion joints complete as per drawing and Technical specification and confirming to MORT&H modified interim specifications as per clause 2609 and 2610.) a) Expansion joint complete as per drawing and Technical specification for+/-20 mm Plain Cement Concrete (Grade M15) for levelling course below approach slabs complete as per drawings and Technical Specification Sections 2700. PCC M 15 grade Providing Reinforced Cement Concrete M 30 grade in approach slabs complete as per drawings and Technical Specifications 1500,1600 and 1700 & 2704

Nos

-

-

CC Nos

-

Rm Cum

-

Bill No. 6E: Subways, Foot Over bridge, Cattle/Pedestrian Underpasses Item No.

CODE

Description

Unit

6E,15a

6E,15a

Cum

FYPASCOL

6E,15c

RCC M 30 grade HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6E,18a Providing weep holes in abutments, wing walls and return walls complete as per drawing and Technical Specification 2706. Painting of structure No. and span arrangement as per drawing and Technical specifications clause no 800.

CODE

Quantity

Rate (Rs)

Amount(Rs)

Mt

5.1

6E,16

6E,16

6A,25

6E,17

6E,17

6E,20

6E,18

6E,18

Providing floor finishes complete as per drawings and technical specifications

Sqm

6E,21

6E,19

6E,19

Rm

3.01

6E,20

6E,20

Providing roofing complete as per drawings and technical specifications Filter media behind MSE walls complete with all leads and lifts as per drawing and Technical Specification Clause 2200

6E,23

6E,21

6E,21

Providing precast steps complete as per drawings and technical specifications

Rm

FYESTCOL

6E,22

6E,22

Providing, Fabricating and erecting Structural steel members for Foot over Bridge as per Drawing and Technical Specification.

Mt

-

Cum

-

Mt

-

Nos Sqm sqm Rm Sqm

-

6E,23a

6E,23a

FYPASCOL

6E,23d 6E,24 6E,24a 6E,24b 6E,24c 6E,24d 6E,24e

6E,25

Litre

Cum

Structural Cement concrete for Reinforced cement concrete SUBWAY including centering complete as per drawing Technical specification clauses 809,1500,1700

6E,23

6E,30a 6E,30b 6E,30c 6E,30d 6E,30e

Nos

6E,25

RCC M35 HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 6E,27a Other miscellaneous items required for subway & Foot Over Bridges Door at Pump Room Wire Mesh in Sky Light Polycarborated Sheet NB Pipe Tiles at Floor Providing and Laying one coat of Zinc-rich epoxy primer and two coats of coal tar epoxy paint (Total DFT =50+80+80 =210 microns) to all concrete surfaces in contact with earth in foundation and substructure including all cost of material ,labour, transportation and preparing the surfaces by cleaning, washing, brushing, sand/grit blasting etc. complete as directed by engineer and as per specification.

Sqm


CODE

Item No.

6E,26

CODE

6E,26

9.20

TA

9.20a

2,06a

9.20b

Description

Unit

rov ng an app y ng e ast c, e astomer c mem rane orm ng system w t anticarbonation and breathing properties.The system should be based on solvent free acrylic polymers with selected mineral fillers and should be ultra-violet resistant, crack bridging type, carbonation resistant, breathable, environment friendly, water proofing coating. For anticarbonation, equivalent Air layer Thickness denoted as R or SDCO2 50 m and for breathability equivalent Air layer Thickness denoted as SDH2O shall be 4 m for vapour transmitting barrier. The system consists of one coat primer @ 75-100 g/m2 .The consumption of main Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Section 3100. (i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinf orc ing element, foundation pad, all acc essories, components and drainage system including ground improvement complete as per Technical specification. (ii) select fill in the reinforcing zone behind RE wall

Total

Quantity

Rate (Rs)

Amount(Rs)

Sqm

-

sqm

-

cum

-

-

Billno.7: Repair and Rehabilitation of bridges and culverts

CODE

7.01

Item No.

7.01

CODE

Description

Unit

Quantity

Rate (Rs)

Amount(Rs)

7.01

Dismantling of existing cement concrete wearing coat including bituminous overlay, expansion joints and drainage spouts manually or with the help of jack hammers including its removal and disposal and preparation of surface to receive a layer of mastic asphalt Sqm. complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per MoRT&H Technical specifications clause 2809

-

m

-

7.02

7.02

7.02

Dismantling, removal and disposal of existing concrete, reinforced concrete in railings, ( including pipes if any) kerbs, footpath slab concrete in wing walls/ return walls, piers and abutments etc. including cutting, separating and cleaning of reinforcement and preparation of surface to receive concrete for crash barrier complete without causing any detrimental effect to any part of the bridge structure with all lifts and leads complete as per MoRT&H technical specification clause 2809

7.03

7.03

7.03

Dismantling, removal and disposal of existing brick/stone masonry in wing walls / returns, parapet etc. with all lifts and leads complete as per drawing and as per MoRT&H technical specifications 202

cum

-

7.04

Providing 20 mm dia., 150 mm deep, dowel holes in deck slab at locations of parapet and expansion joints including with epoxy resin with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications 2800.

No.

-

7.05

Providing and laying over existing deck surface, bituminous concrete wearing coat of minimum 15 mm thickness at edge and with bi- directional or uni-directional slope over 12 mm thick mastic asphalt with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications clause 509,515 & 2702

cum

-

7.04

7.05

7.04

7.05

7.06

7.06

7.06

7.07 7.08

7.07 7.08

7.07 7.08

Providing M-30 grade cement concrete parapet including reinforcement, welding to existing reinforcement of deck slab and dowel bars, hand railing complete, excluding drilling of dowel holes and epoxy grouting thereof, with all lifts and leads complete as per drawing and as per MoRT&H Technical specifications 1500,1600&1700 a) With footpath b) Without footpath

-

m m

-


CODE

Item No.

CODE

Description

Unit

Quantity

Rate (Rs)

Amount(Rs)

Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm with all lifts and leads complete as per drawing and as per MoRT&H technical specification clause 2600

m

-

m

-

No.

-

No.

-

7.09

7.09

7.09

7.10

7.10

7.10

5.12

7.11

7.11

7.12

7.12

7.12

7.13

7.13

7.13

General cleaning and greasing of Bearing complete as MoRT&H Technical specifications/ direction of Engineer-in-charge

No.

-

7.14

Chipping of loose & leached concrete to expose reinforcement till sound concrete is reached, including cleaning the surface with high pressure sand blasting or water jet etc with all lifts and leads complete as per MoRT&H Technical specifications

cum

-

7.15

Repair to leached, honeycombed, palled concrete with average 20 mm thic k polymer modified c ementitious mortar including cleaning of exposed reinforcement if any with all lifts and leads complete as per MoRT&H technical specifications 2804

Sqm.

-

7.14

7.15

7.14

7.15

Cleaning and making of expansion joint as per technical specification and direction of engineer in charge complete as per MoRT&H Technical specifications Providing and fixing drainage spouts complete including sealing with approved water proofing material area around the spout with al lifts and leads complete as per drawing and as per MoRT &H Technical specifications 2705 General cleaning of drainage spouts complete including sealing with approved water proofing material area around the spout with al lifts and leads complete as per drawing and as per MoRT&H Technical specifications 2705


CODE

Item No.

CODE

7.16

7.16

7.16

7.17

7.17

7.17

7.18

7.18

7.18

7.19

7.19

7.19

7.20

7.20

7.20

7.21

7.21

7.21

7.22

7.22

7.22

7.23

7.23

7.23

7.24

7.24

7.24

7.25 5.16 3.01 1,03b

7.25 7.26 7.27 7.28

7.25 7.26 7.27 7.28

Description

Unit

Guniting concrete surfac e with cement mortar applied with compressor after cleaning surface and spraying with epoxy upto 50 mm thick with all lifts and leads complete as per MoRT&H technical specifications clause 2807 Repair to void in arches with polymer modified cementitious mortar with all lifts and leads complete as per MoRT&HTechnical specifications. Sealing of cracks in concrete in pier/abutment, caps, slabs, girders, pedestal walls etc. with epoxy resin injection with all lifts and leads complete as per MoRT&H Technical specifications 2803

Raking out & cleaning existing mortar joints in SSM/CRM and replacing the same with CM 1:3 with all lifts and leads complete as per MoRT&H technical specifications 1300 Providing applying epoxy for bonding of old c oncrete with new concrete as MoRT&H Technical specifications 2805 New Crash Barrier Stone Pitching Filter Media Dismantling of Apporach Slab

Total

Rate (Rs)

Amount(Rs)

Sqm.

-

Sqm.

-

kg

-

Sealing of cracks in masonry structures in arches, wing walls/ return walls, piers and abutments with cement grout injections with all kg lifts and leads complete as per MoRT&H Technical specifications 2806 Cleaning and removing of all debris from pier caps, abutment caps and around bearings of existing bridges including provision of No. access platform/scaffolding with all lifts and leads complete as per MoRT&H Technical specifications Providing and applying 1:3 cement sand mortar 20 mm thick in 2 layers on exposed surface of masonry of existing wing walls/return walls, abutments, piers etc. including of all existing plaster with all Sqm. lifts and leads complete as per MoRT&H technical specifications 1300&2200 Dismantling existing side slope stone pitching with all lifts and leads complete as per MoRT & H Technical specification clause 202.

Quantity

-

-

-

Sqm.

-

Sqm.

-

Sqm.

-

m Cum Cum Cum

-

-


CODE

1,02a

Item No. Add 1 Add 2 Add 3 Add 4 Add 5

CODE

Description

Unit

RCC M-25 grade for jacketing of existing sub structure Reinforcement for jacketing of existing sub structure Bituminous wearing coarse 65mm thick New strip seal expansion joint 40mm movement Cleaning of Vegetation

Quantity

Rate (Rs)

Amount(Rs)

Cum Tonne Sqm Lin.m. Ha

Total

0

-

Bill No. 8: Maintenance of roads

CODE

Item No.

CODE

Description

Unit

Carrying out repairs to pot holes and patching to existing Bituminous carriageway surfacing using semi dense bituminous concrete with all lifts and leads complete as per MoRT&H technical specification clause 3004 and as per the direction of engineer.

Sq.m

8.01

8.01

8.01

8.02

8.02

8.02

8.03

8.03

8.03

Providing and applying tack coat with bituminous emulsion at the rate of 0.2 kg per sqm with all lifts and leads complete as per MoRT&H technical specification clause 503. Providing and laying renewal coat with semi dense bituminous concrete of 25mm thick with all lifts and leads complete as per MoRT&H technical specification 508 clause.

Add 1

Rate (Rs)

Amount(Rs)

Sq.m

Cum

Total Sealing of cracks in bituminous surface with fog seal as per technical specification clause 3004

Quantity

Sqm

Bill No 9: Drainage and Protective Works CODE

Item No.

CODE

Description

Unit

Earthwork in excavation for all types of soil for road side drains and retaining walls to the requied line and grade complete as per drawing and Technical Specification Clause 309

9.01

Quantity

Rate (Rs)

Amount(Rs) 0

5,01a

9,01a

a)Ordinary and soft Soils (material to be used in embankments)

Cum

0

5,01b 2,01c

9,01b 9,01c

b)Ordinary and soft Soils (material to disposal) c)Hard rock Providing Plain Cement Concrete M15 in foundation, of drain and retainingwall including c ost of all materials, labour, mixing transportation, placing, vibration,curing etc as per Technical Specification Sections 1400, 1700 Providing reinforced Cement Concrete M20 in foundation and sides of drain and retainingwall including centering and shuttering, vibration,curing etc as per Technical Specification Sections 1500, 1700 RCC M 20 grade HYSD bar reinforcement complete as per drawing and Technical Specification clause no 1600. for 9,03a Supplying and fixing of cast iron grating of size 100mm x 200mm in covered drain and for entry of water at junction as per Technical Specification Clause 309. Providing and fixing weep holes as per drawing and Technical Specifications Clause 2706 Construction of reinforced cement concrete M-15 graded inlet Chamber / catch Pit / Gully Pit with GI bar grating including reinf orc ement etc . c omplete as per drawing and Tec hnical Specification Sections 1500, 1600, 1700 & 1900. Providing Man holes in median in super elevated zones (including inlet arrangements, 600mm dia. Pipe connecting to out let with bedding and outfall protection works, head walls etc.) as per drawing Providing and constructing brick masonry in cement mortar 1:3 in walls and base of open lined surface drain, head wall of pipe drain with all leads and lifts as per drawings and Technical Specifications Clause 309 and Sections 1400. Providing NP-4 RCC pipe including laying, backfilling complete as per drawings and Technical Specification Clause 309 and Section 2900. 450 mm internal dia 1000 mm internal dia Providing 75mm dia PVC pipe including laying, backfilling complete as per drawings and Technical Specification Clause 309 and Section 2900.

Cum Cum

0 0

cum

0

9.02

9.02

9.02

9.03 9,03a

9,03a

FYPASCOL

9,03c

9.04

9.04

9.04

5.10

9.05

9.05

9.06

9.06

9.06

9.07

9.07

9.07

9.08

9.08

9.08

9.09 9,09a 5,08b 9.10

9,09a 9,09b 9.10

9.10

0 Cum

0

Mt

0

No

0

No

0

No

0

No

0

cum

0

0 Rm Rm

0 0

Rm

0

Bill No 9: Drainage and Protective Works CODE

Item No.

CODE

Description

Unit

cum

0

Quantity

Rate (Rs)

Amount(Rs)

5.16

9.11

9.11

Providing and laying stone pitching on embankment slopes for earth protection complete as per Technical Specification Clause 2504.

3.01

9.12

9.12

Providing and laying f ilter media underneath stone pitching complete as per drawings and Technical Specification Clause 2504.

cum

0

9.13

9.13

9.13

Providing ruled pointing in 1:3 Cement Sand mortar in coursed rubble masonry complete as per Technical Specification Clauses 1312 and 1405.

sqm

0

9.14

9.14

9.14

Providing and laying pipe duct, 150 mm dia as utility duct and pipe drain complete as per drawings and Technical Specification.

Rm

0

9.15

9.15

9.15

Providing 100mm diameter PVC pipe for weep holes in retaining wall complete as per Tec hnical Specification Clause 2706.

Rm

0

9,18a 9,18b 14.05

9.16 9.17

9.16a 9.16b 9.17a

Rm No No

0 0 0

7.25a

9.18

9.18a

RM

0

7.25b

9.19

9.19a

RM

0

Providing andconstructing RCC crash barrier with friction slab M 40 grade including cost of centering, shuttering and reinforcement as per approved Drawings and Technical Specifications Construction of Reinforced Earth structures (RES) complete as per approved drawings and Technical Specification Sec tion 3100.

9.20

TA

9.20a

2,06a

9.20b

5.16

Providing chute drain at slopes at high embankment reaches Energy dissipation chamber Rain water harvesting drain Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings and Technical Specifications Clause 809 and as per IRC-6

(i) Providing and erecting precast concrete facia panels of M35 grade including reinforcement, soil reinforcing element, foundation pad, all accessories, components and drainage system including ground improvement complete as per Technical specification. (ii) select fill in the reinforcing zone behind RE wall Pitching (200 Thick) for Lined Trapezoidal ditch (0.5m+0.8m+0.5m) (length = 100760 m)

0

sqm

0

cum

0

cum

0 0 0

Total 3.01 9,03c FYPASCOL 9,03c FYPASCOL 9,03c FYPASCOL 3.01 PCCM20BV 5.17 2,06a

Add 1 Add 2 Add 3 Add 4 Add 5 Add 6 Add 7 Add 8 Add 9 Add 10 Add 11

Providing Filter media behind drain walls M-30 grade in Foundation / bottom slab of drains Reinforcement for foundation / bottom slab M-30 grade in side walls of drain Reinforcement for side walls M-30 grade in top slab of drain Reinforcement for top slab Backfilling behind walls of special drain with granular material PCC M-20 grade in head walls Providing stone oulder apron Providing Granular material Bedding for pipe culverts

cum cum MT cum MT cum MT cum cum cum cum

Total

0 0 0 0 0 0 0 0 0 0 0 0

Bill No. 10: Traffic signs, Road markings and other road appurtunences CODE

Item No.

CODE

Description

Unit

10,01a 10,01b

Providing Plain Cement Concrete of M20 grade for Kerbs including form work , machinery, labour , material and all leads and lifts etc. complete as per drawing and Technical Specification Sections 408 1500, 1700 a) For Kerbs b) Foundation kerbs(M10 grade)

LM LM

10.01 10,01a 10,01b

Quantity

Rate(Rs)

Amount(Rs)

0 0

Supplying and fixing at site retro-reflectorised type sign boards/ signs made of encapsulated lense type of reflective sheeting fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes / angles / posts etc., all complete as per drawing and Technical Specification Clause 801

10.02

a)

Informatory signs

10,02a

10,02a

(i) Advance direction, (size 1200 x 1500 mm) including lettering

No.

-

10,02b 10,02c 10,02d 10,02e 10,02f 10,02g 10,02g

10,02b 10,02c 10,02d 10,02e 10,02f 10,02g 10,02h

(ii) Direction including lettering ( size 450 x 900 mm) (iii) Place identification including lettering (iv) NH & SH Route Markers ( size 450 mm x 600 mm ) (v) Facility Information signs (800 mm x 600 mm) Cautionary/ Warning signs ( 900 mm Eq. triangle) Mandatory / Regulatory sign ( Stop sign) Circular

No. No. No. No. No. No. No.

-

10,03a 10,03b

Supply and fixing overhead sign complete as shown in drawings, as per Technical Specification Clause 802, and as directed by the Engineer. a) Cantilever type overhead sign b)Portal mounted overhead sign

b) c) c)

10.03 10,03a 10,03b

10,04a 10,04b 10,04c 10,04d

0

No. No.

Pavement marking with hot applied thermoplastic compound materials for road markings with surface application of glass beads at specified rate complete as per drawing or directed by the Engineer and Technical Specification Clause 803 for 2.5 mm thickness of marking and consisting of:

10.04

10,04a 10,04b 10,04c 10,04d

a) Lane, Centre line, Edge and other marking along strips (b) Diagonal and Chevron marking (c) STOP, Stop Lines, Pedestrian marking, etc. d) Directional arrows

0 0 0 0 0

0 0

0

Sq.m Sq.m Sq.m No.

0 0 0 0


Item No.

CODE

10.05 10,05a 10,05b 10,05c 10,05d 10.06

10,05a 10,05b 10,05c 10,05d 10.06

10.06

Providing and fixing Reinforced Cement Concrete M15- Grade Stones including excavation, foundation concrete and reinfrocement , inscriptions etc., all complete as per drawing and Technical Specification Clause No.804. a) Boundary Stones / ROW Pillers b) 5th km. Stones c) Km.stones d) Hectometer stones Providing and fixing guard posts as per drawing and directed by the engineer

Unit

10,07a 10,07b 10,07c 10,07d 10,07e 10,07f 10,08b 10.09

10.08 10.09

10,07a 10,07b 10,07c 10,07d 10,07e 10,07f 10.08 10.09

10.10

10.10

10.10

10.11

10.11

10.11

10.12

10.12

10.12

10.13 10.14

10.13 10.14

10.13 10.14

Quantity

Rate(Rs)

Amount(Rs)

0

No. No. No. No.

0 0 0 0

No.

0

Providing and fixing retro-reflectorised road indicators complete as per drawing and Technical Specification Clause 805

10.07

10.15

Description

0

a) Cluster of Red Reflector b) One way hazard marker c) Two way hazard marker d) Object hazard marker e)Road way delineator f) Raised pavement marker ( Road studs / cat eyes) Blinkers signal speed breakers with rumble strips

No. No. No. No. No. No. No. Rm

0 0 0 0 0 0 0 0

Painting median and footpath Kerbs in alternate bands of 500 mm wide in white and Black as per drawing and Technical Specification

Sq.m

0

L.M.

0

L.M.

0

L.M. L.M.

0 0

Movable crash barrier ( New Jercy type) at Existing median openings Providing and erecting " W " metal beam crash barrier complete as per drawing and as approved by Engineer and Technical Specification Clause 810 Providing pedestrian guard rails and safety barriers Fencing Supply & fixing tubular gantry mounted overhead/ cantilever signs as per IRC: 67-2001 including thorough descaling, cleaning, priming and painting with two coats of epoxy paint (other than reflective portion), back side painted with gray colour, post above ground in black and white alternate bands & post below ground with three coats of red lead paint as per Technical Specification Clauses 801 and 802.

0


Item No.

10,15a

10,02a

CODE

Description

Unit

10,15a

(i) Erection of overhead gantry/ cantilever structure as per drawing including steel work in trusses, steel tubes, c utting, fixing in position with welding and bolted complete .

MT

0

10,15b

(ii) Sign board made out of 2mm thick aluminum sheet, face to be fully covered by high intensity grade retro-reflective sheeting fixed on iron frame as per drawing with additional bracing at every 600 mm c/c if any dimension exceeds 1200mm.

sqm

0

10.16

10,16a

10,16a

10,16b

10,16b

10,16c

10,16c

10.17

10.17

10.17

Providing and fixing road delineators complete as per drawings and Technical Specification Clause 805. (i) Triangular object marker 300mm equilateral triangle containing cluster of red reflector on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 650 mm above ground level (ii) Rectangular hazard marker 900mm x 300mm containing black and yellow zebra strips on frame of ISA 35mmx35mmx3mm with fixing on post made of ISA 40mmx 40mmx 5mm at 600 mm above ground level (iii) Roadway Indicator 1000mm high made by 100mm square MS pipe containing rectangular reflector of 120mm x 80mm and alternate white and black bands of 150mm including coverage of reflector by 150mm high wire mesh Supplying, fixing and erecting steel bar railing duly painted in separator/ median complete as per drawing and Technical Specification Clause 304, 808 and Sections 1000, 1500, 1700 and 1900.

10.18

10.18

10.18

Providing and fixing 25mm thick M 20 grade plain cement concrete precast chequered tiles as footpath/ separator over 25mm thick M 15 grade base bedded over 150mm thick granular sub-base complete as per drawings and Technical Specification 409.

10.19

10.19

10.19

Painting of kerbs and concrete crash barrier with two coats of road marking paint (grade I as per IS -164) as directed by the Engineer complete as per drawing and Technical Specification Clause 803.

Quantity

Rate(Rs)

Amount(Rs)

0

No.

0

No.

0

No.

0

Rm

0

sqm

0

sqm

0


Item No.

CODE

Description

Unit

Rm

0

Rm

0

10.20

10.20

10.20

Providing and fixing 3 mm dia galvanized coated chain link fencing 75mm x75mm size and heig ht 1m with MS posts supports and allied works and accessories including necessary excavation, concrete foundation in M15 grade complete as per drawing and Technical Specification Clause 807.

10.21

10.21

10.21

Providing and fixing along Right of Way GI barbed wire fencing over MS posts erected at every 3m complete as per drawing and Technical Specification Clause 807.

Total

10,02e 10,02d

Add 1 Add 2

Information signs (600 mm x 600 mm) Information signs (450 mm x 600 mm)

Rate(Rs)

Amount(Rs)

0 Nr Nr

Total

Quantity

0 0

0

Bill No.11: Toll Plaza

CODE

Item No.

CODE

Description Providing Toll Booth buildings including arrangement of electric supply , all electrical items like fans , lights , socket receptacles , and complete wiring , with requisite earthing , providing fire alarm and fighting system like smoke detector , electric hooter multizone control & repeater panel with battery back-up , cabling and CO2 hand extinguisher,etc, all complete as per drawing and Technical S ecifications Roof over toll plaza (Canopy) Operation & Office building at toll plaza Pavement marking Toll plaza sign boards Providing Plain Cement Concrete of M20 grade for Kerbs including form work , machinery, labour , material and all leads and lifts etc. complete as per drawing and Technical Specification Sections 408 1500, 1700 Painting of Road Kerbs in alternate bands of 500 mm wide in white and Black as per drawing and Technical Specification

Unit

Quantity

Rate(Rs)

Amount(Rs)

11.01

11.01

11.01

11.02 11.03 11.04 11.05

11.02 11.03 11.04 11.05

11.02 11.03 11.04 11.05

10,01a

11.06

11.06

10.10

11.07

11.07

PCCM15BV

11.08

11.08

Providing and constructing dry lean concrete base of M 15 grade complete as per drawing and Technical Specification Clause 601.

cum

11.09

Providing generator room as shown on drawings including arrangement for electric supply, all electric items with necessary earthing as per additional Technical Specification and as directed by the Engineer.

No.

-

Providing and laying 38 mm thick precast cement concrete chequered tiles of grade M-20 in cement mortar 1:3 over 25 mm thick cement concrete M-15 grade and 150 mm thick granular subbase for constr ucting foo tpath / paved seperato r / passenger platform / paved part of islands / medians etc. in junction as well as in other areas as per drawing and Tech. Specificaitons Clause 409.

sqm

-

No. No.

-

No. No.

-

11.09

11.09

11.10

11.10

11.10

11.11 11.12

11.11 11.12

11.11 11.12

11.13

11.13

11,13a 11,13b

11,13a 11,13b

Providing electronic weigh bridge 100 Tonne capacity High mast lighting complete Providing , installing and commisioning electrically operated barrier gates complete as per drawing and Technical Specifications shown on drawing. a) For 3.2 m wide toll lane b) For 4.5 m wide toll lane

Sqm

Sqm Sqm Sqm No.

-

m

-

Sqm

-

Bill No.11: Toll Plaza

CODE

Item No.

CODE

11.14 11.15

11.14 11.15

11.14 11.15

1.8 m high GI Barbed wire fencing c omplete M-15 grade concrete in approaches of Channelizers

m cum

-

11.16

Construction of granular sub-base by provi ding close graded material (Grading l) as per Table :400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and c

cum

-

11.17

11.17

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a b

4.08

11.18

11.18

Cum

-

4.09

11.19

11.19

Cum

-

No.

-

3.01

11.16

Description

Providing 150 mm thick DLC (M15) for toll plaza as per Technical Specification Clause 601. Providing 300 mm thick PQC for toll plaza as per Technical Specification Clause 602.

Unit

Quantity

Rate(Rs)

Amount(Rs)

10,02e

11.20

11.20

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 7

10,02e

11.21

11.21

800 mm x 600 mm rectangular

No.

11.22

Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and

No.

-

11.23

Providing and erecting gantry mounted variable message sign board electronically operated capable of flashing the desired message over a designed support system of aluminium alloy or galvanised steel, erected as per approved design and drawings and with l

No.

-

11.24

Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a sui

sqm

10,03b

10,15sb

10,07f

11.22

11.23

11.24

Bill No.11: Toll Plaza CODE

Item No.

CODE

Description

Unit

No.

-

m

-

10,07e

11.25

11.25

Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panel

11,03a

11.26

11.26

Tunnel in Toll plaza

Add 2

7.25a a POLE9M POLE9MD

Add 3 Add 4 Add 5

11.05

Single Toll Booth Providing and fixing RCC M-30 grade in new jersey type crash barrier at Toll islands including reinforcement , centering, shuttering all complete as per Drawings and Technical Specifications Clause 1500 & 1700 Single Arm Street lighting Double arm street lighting for fixing in median Providing and fixing of retro- reflectorised informatory sign as per IRC :67 Kerb Signs for Toll Plaza >0.9 Sqm size Total

Rate(Rs)

Amount(Rs)

0.00

Total Add 1

Quantity

Nr.

-

Cum

-

Nr. Nr.

-

Nr.

-

0

Bill No.12: Wayside Amenities

CODE

Item No.

CODE

Description

Unit

12,01 NO

12.01

12.01

Construction of rest area including parking facility, electrification, plumbing, water supply, sewerage disposal system and street illumination complete as per Technical Specification.

sqm

0

12.02

12.02

12.02

No.

0

12.03

12.03

12.03

No.

0

12.04

12.04

12.04

No.

0

Construction of toilet block at truck lay-bye or any other place as per drawing and additional Technical Specification and as directed by the Engineer. Digging and construction of bore well as per Technical Specification complete Construction of passenger shelter at pick-up bus stop as per drawing and additional T ec hnic al Spec if ication and as direc ted by t he Engineer.

Total

Quantity

Rate(Rs)

Amount(Rs)

-

Bill No.13: Bus/Trucklay Bay

CODE

Item No.

CODE

13.01

13.01

13.01

Construction of bus bay complete as per Technical Specification.

sqm

-

13.01

13.02

13.02

Construction of Truck bay complete as per Technical Specification.

sqm

-

13.03

13.03

12.04 13.04

13.04

13.04

4.08

13.05

13.05

4.09

13.06

13.06

Description

Unit

Construction of passenger shelter at pick-up bus stop as per drawing a nd additio nal Tech nical S pecification and as directed by the No. Engineer. Lighting at bus bays / trucklay bays No. Providing 150 mm thick DLC (M15) for truck laybye as per Technical Cu.m. Specification Clause 601. Providing 300 mm thick PQC for truck laybye as per Technical Cu.m. Specification Clause 602.

Total

Quantity

Rate(Rs)

Amount(Rs)

-

0

Bill No.14: Environmental Plan

CODE

Item No.

CODE

Description

Unit

14.01

14.01

14.01

Planting of low height flowering plants and shrubs in one rows in central median as per Technical Specification.

KM

-

14.02

14.02

14.02

Planting tree sapling by roadside with plants Kaner/ Thija/ Chandini/ Baugainvilla/ Gurhal/ Duranta as directed by the Engineer including maintenance for one year complete as per Technical Specification.

No.

-

Providing and fixing tree guard 0.6m square, 2m high fabricated with MS angle iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire 3 mm dia welded and fabricated as per design in two halves bolted together as per drawing and Technical Specification.

No.

-

No.

-

No.

-

14.03

14.03

14.03

14.04

14.04

14.04

14.05

14.05

14.05

Providing and fixing litter bins made out of MS sheet having 30 liter capacity with MS support and swivel arrangement complete as per Technical Specification Providing rain water harvesting arrangement as shown in drawing with all materials etc., with all liftsand leads complete as directed by the engineer

Total

Quantity

Rate(Rs)

Amount(Rs)

-

Complete_BOQ Format of Highway Project

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