CONSTRUCTION OF TWO LANE BRIDGE ACROSS BHRAMMI RIVER ON DHANGADHRA-KUDA-TIKAR ROAD KM. 32/00 TO 52/400, MORBI

Providing and laying in positions machine mixed Plain Cement Concrete Cl. No.

M15 grade for leveling course below foundation or below pile cap, pile Pg. no.

Providing and casting in-situ Reinforced Cement Concrete M40 grade

controlled cement concrete in pile cap , Trough wall, RCC Box, RCC

Retaining walls, stair etc using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC 53 grade cement

with contractor's own concrete mix design etc. complete as per

The rate is inclusive of all materials, including necessary dewatering,

mixing in drum mix, transport, curing, vibrating, placing in position,

shuttering, formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, Thermocol as per drawing

above utility etc all, wherever necessary, with all lead and lift with

contractor's labour, tools & plants, machineries, as required.

Providing and casting in-situ Reinforced Cement Concrete M40 grade

controlled cement concrete in pier, Abutments (pier and abutments

shall be cast in single lift or as per direction of Engineer in charge),stair

etc. using 6 mm to 20 mm machine crushed well graded stone

aggregate, sand of approved quality, OPC 53 grade cement with

contractor's own concrete mix design etc. complete as per specification.

The rate is inclusive of all materials, including necessary mixing in drum

mix, transport, curing, vibrating, placing in position, scaffolding, staging,

shuttering, formworks, deshuttering carefully, making good the

16 damages, fixing embedment, inserts, pockets, wherever necessary, with Pg. no.

all lead and lift with contractor's labour, tools & plants, machineries, as

required, with including cost of finishing equivalent to F3 type exposed

concrete and form mark.

Note:- Any honeycombing/ undulation found shall be rectify to match

F3 class finish. Rates in items shall include cost of providing grooves,

chamfers, moulding, cut-out etc. in formwork. The work will include

placing in position of necessary fixtures, sleeves for various purposes,

etc. complete as per drawings, specifications and as directed by the

Engineer in charge.

Providing and casting in-situ controlled cement concrete of M 40 grade Cl. No.

in pier cap, abutment cap ,pedestal, seismic arrester, RCC Dirt Wall, Side Pg. no.

The rate is inclusive of all materials, including necessary mixing in drum

mix, transport, curing, vibrating, placing in position, scaffolding, staging,

shuttering, formworks, deshuttering carefully, making good the

damages, fixing embedment, inserts, pockets, wherever necessary, with

all lead and lift with contractor's labour, tools & plants, machineries, as

required, with including cost of finishing equivalent to F3 type exposed

concrete finish and form mark.

Any honeycombing/ undulation found shall be rectify to match F3 class

finish. Note:- Rates in items shall include cost of providing grooves,

chamfers, moulding, cut-out etc. in formwork. The work will include

placing in position of necessary fixtures, sleeves for various purposes,

etc. complete as per drawings, specifications and as directed by the

Engineer in charge.

For Pedestal & Seismic Restriner (in M45Grade)

Providing and laying in-situ machine mixed RCC M35 grade Controlled Cl. No.

Cement Concrete in foundations of Retaining wall, RCC Wall etc.at any Pg. no.

Retaining Wall Portion

Toe Wall Portion

Retaining Wall for Box

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC) conforming to IS

1786 reinforcing bars of various diameters for Pile as per detailed

designs and drawings and schedule including cutting, bending, hooking Cl. No.

the bars, binding with 18 SWG GI wires with cost of all labour, materials,

tools, plants, equipments, supporting as required with all lifts and leads

etc. all complete as per specification and as directed by Engineer

The rate includes for supply, loading, unloading, transporting to site,

cutting, bending, hooking, placing, tying in position with contractor's

own binding wire, welding, forming the cage and lowering it in position

in pile bore etc. Welding and supporting in position to ensure lines and Pg. no.

levels during concreting, maintaining proper cover / spacing, all leads &

lifts, etc. including contractor's own equipment, labour, supervisor,

taxes, machineries, etc. complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) Admissible lap after full length of 12m reinforcement is payable extra

(For Pile Reinforcement)

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC) conforming to IS

1786 reinforcing bars of various diameters for Pile Cap , Box, Trough

wall, Retaining wall, stair as per detailed designs and drawings and

schedule including cutting, bending, hooking the bars, binding with

SWG GI wires with cost of all labour, materials, tools, plants,

equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer

The rate includes for supply, loading, unloading, transporting to site,

cutting, bending, hooking, placing, tying in position with contractor's

own binding wire, welding, forming the reinf cage etc. Welding and

supporting in position to ensure lines and levels during concreting, Pg. no.

maintaining proper cover / spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No payment shall be made for laps & couplers.

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC) conforming to IS

1786 reinforcing bars of various diameters for Pier , Pier Cap, Abutment,

Abutment cap, Dirt wall, Seismic Arrestor and Pedestal & Retaining Wall

stem ,as per detailed designs and drawings and schedule including Cl. No.

cutting, bending, hooking the bars, binding with 18 SWG GI wires with

cost of all labour, materials, tools, plants, equipments, supporting as

required with all lifts and leads etc. all complete as per specification and

as directed by Engineer

The rate includes for supply, loading, unloading, transporting to site,

cutting, bending, hooking, placing, tying in position with contractor's

own binding wire, welding, forming the reinf cage etc. Welding and

supporting in position to ensure lines and levels during concreting, Pg. no.

maintaining proper cover / spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps

Providing and applying Coal Tar Epoxy protective paint in two coats of Cl. No.

DFT 210 microns for foundations / concerete surfaces in contact with Pg. no.

Providing and laying weep holes in abutment, walls, returns etc by using Cl. No.

PVC pipes of 100mm dia including MS Jali on top & laying in proper Pg. no.

Providing and laying - 600mm thick Filter media directed at the back of

abutments, returns and wing walls as per detailed specifications. Pg. no.

Providing and laying, M45 grade, RCC / PSC ,in-situ or Precast, Cl. No.

pretensioned or post tensioned , PSC Solid / PSC Voided slab / PSC T- Pg. no.

A) For various types of PSC type superstructure in M45 grade

(Note: For this work, Contractor shall have to fabricate and manufacture

Min. new Four set of formwork for Girders, or as directed, and shop

drawing and design for formwork with all deails of plates, angles,

inserts, location of Cable, etc shall be prepared, and shall be got

approved by EIC , with detailed methodology before execution the

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC) conforming to IS

1786 reinforcing bars of various diameters for RCC work in

Superstructure as per detailed designs and drawings and schedule

including cutting, bending, hooking the bars, binding with 18 SWG GI

wires with cost of all labour, materials, tools, plants, equipments,

supporting as required with all lifts and leads etc. all complete as per

specification and as directed by Engineer

The rate includes for supply, loading, unloading, transporting to site,

26 cutting, bending, hooking, placing, tying in position with contractor's

own binding wire, welding, forming the reinforcement cage etc. Welding

and supporting in position to ensure lines and levels during concreting, Pg. no.

maintaining proper cover / spacing, all leads & lifts, etc. including

contractor's own equipment, labour, supervisor, taxes, machineries, etc.

complete as per drawings and specification.

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for Couplers & Laps.

Providing and fixing in position to exact profile as specified nominal dia.

High Tensile Prestressing steel strands(12.7mm & 15.2mm Nominal Dia.)

19 T 13, 12 T 13, 19 T 15 or 12 T 15 conforming to low Relaxation

Prestressing steel strands-CI. II as per IS 14268 of specified ultimate

strength for specified capacity of cables including cutting, cleaning,

forming cables etc . and further including providing and laying

corrugated HDPE sheathing of specified dia., anchorages, stage wise

stressing, grouting with neat cement grout of approved & specified

Quality with non shrink grout to be added, testing of materials and all

27 enabling work for pretensioning/posttensioning of steel including all

leads and lifts etc. complete as per specification and drawing and as

directed by Engineer.

Note:- Weight will be calculated considering length of strands between

faces of Anchorages plus grip length multiplied by unit weight of strand. Pg. no.

Dummy cable as required will be measured under this item.

750 mm Grip Length to be considered from the face of the members

1.) The rate is inclusive of the bearing plate

Providing and fixing in position fully moulded restrained elastomeric Cl. No.

bearings as per detailed drawings. Pg. no.

Providing and carrying out load test on bridge deck with simulated Cl. No.

29 loading including provision, placing and removal of loading, supplying, Pg. no.

fixing and removing deflection measuring instruments etc. complete IRC SP:51

Providing and casting in-situ Reinforced Cement Concrete M40 grade Cl. No.

controlled cement concrete in Crash barrier for using 6 mm to 20 mm Pg. no.

Providing and casting in-situ Reinforced Cement Concrete M35 grade Cl. No.

controlled cement concrete in Grade Slab for using 6 mm to 20 mm Pg. no.

Providing and fixing in position (Thermo mechanically Treated bars)

TMT Fe550D-Fusion Bonded Epoxy Coating (FBEC) conforming to IS

1786 reinforcing bars of various part of Birdge as per detailed designs

and drawings and schedule including cutting, bending, hooking the bars, Cl. No.

binding with 18 SWG GI wires with cost of all labour, materials, tools,

plants, equipments, supporting as required with all lifts and leads etc. all

complete as per specification and as directed by Engineer.

The rate includes for supply, loading, unloading, transporting to site,

cutting, bending, hooking, placing, tying in position with contractor's

own binding wire, welding, forming the cage and lowering it in position

etc. Welding and supporting in position to ensure lines and levels during Pg. no.

concreting, maintaining proper cover / spacing, all leads & lifts, etc.

including contractor's own equipment, labour, supervisor, taxes,

machineries, etc. complete as per drawings and specification.

Steel for Approach Slab, Crash Barrier, Retaining wall stem, Pylon & Kerb

1) The waste cut pieces shall not be included in the paying quantity.

2) Binding wire shall not be included in the paying quantity.

3) The work shall be done as per approved drawing.

4) No extra payment shall be done for couplers & laps

Providing & laying approved make Double walled corrugated pipes Cl. No.

(DWC) of polyethylene(conforming to IS 14930 II )with necessary Pg. no.

Providing, laying and jointing in true line and level 110 diametre U.P.V.C Cl. No.

(Type B) conforming to IS 13592-1992 with one end plain and other end Pg. no.

Providing and fixing 100 mm dia. G.I. Drainage spouts, including grating Cl. No.

with suitable clean out fixtures including all leads and lifts etc. complete Pg. no.

Strip Seal Expansion Joint : Providing and laying of a strip seal expansion Cl. No.

joint catering to maximum horizontal movement upto 80 mm, complete Pg. no.

Box cutting the road surface to proper slope and camber for making a Cl. No.

base for road work including removing the excavated stuff and Pg. no.

Carting of excavated material such as murrum, earth, kapachi, gravel, Cl. No.

brickbats, kankar, debris, sand, dismantled material, including loading, Pg. no.

Lead up to 5 Km.

Additional rate for lead above 5 and upto 10 km

Additional rate for lead above 10 and upto 15 km

Earthwork for embankment including breaking clods dressign with all Cl. No.

lead and lift and including watering rolling and consolidation of Pg. no.

Construction of granular sub-base by providing close graded material, Cl. No.

spreading in uniform layers with motor grader on prepared surface, Pg. no.

Providing, laying, spreading and compacting graded stone aggregate to Cl. No.

wet mix macadam specification including premixing the Material with Pg. no.

Providing and applying primer coat with SS1 grade bitumen emulsion on Cl. No.

42 prepared surface of granular Base including clearing of road surface and 501.8.7.3

spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical Pg. no.

Providing and applying tack coat with bitumen emulsion using emulsion Cl. No.

pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the Pg. no.

Providing and laying dense graded bituminous macadam with higher

capacity drum mix using crushed aggregates of specified grading,

premixed with bituminous binder @ 4.5 per cent by weight of total mix

and filler, transporting the hot mix to work site, laying with a hydrostatic

44 paver finisher with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and tandem rollers to

achieve the desired compaction as per MoRTH specification clause No.

505 complete in all respects.

Dense Graded Bituminous Macadam Grading II Pg. no.

Providing and laying bituminous concrete with higher capacity drum

mix using crushed aggregates of specified grading, premixed with

bituminous binder @ 5.4 per cent of mix and filler, transporting the hot

mix to work site, laying with a hydrostatic paver finisher with sensor

45 control to the required grade, level and alignment, rolling with smooth

wheeled, vibratory and tandem rollers to achieve the desired

compaction as per MORTH specification clause No. 507 complete in all

Bituminous Concrete Grading 2 Pg. no.

Providing and laying Cement concrete wearing coat M-40 grade Cl. No.

including reinforcement complete as per drawing and Technical Pg. no.

Road marking with hot applied thermoplastic paints with eflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm is excluding of

surface applied glass beds as per IRC:35-2015. The finished surface to Cl. No.

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be min

mcd/m2/lux and Asphalt road shall be min

mcd/m2/lux during the service life during the day time. The marking

should meet the performance criteria for night time reflectivity, wet

reflectivity and skid resistance as mentioned in the section-15 of IRC 35-

2015. Warranty for the Retro reflectivity should be two years. With hot

applied thermoplastic paint for yellow edge line With hot applied

thermoplastic paint for white strips.

Hot applied thermoplastic paint for Road Marking - Painting lines, Cl. No.

arrows, letters etc on road , air fields and like in two coat with road Pg. no.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Cl. No.

Pavement Markers made of polycarbonate and ABS moulded body and Pg. no.

Median Marker:providing and fixing of flexible median marker that are Cl. No.

made of tough,high impact resistant,injection-molded,thermoplastic Pg. no.

Providing and fixing retro Reflective High intensity grade Board using

C.R. (M.S.) sheet 2mm angle iron 75 x 75 x 6mm. Descaling and

degreasing the board as per requirement using epoxy reflactive process As Per Morth

by screen painting as directed etc. complete including transporting and Specification

fixing in C. C. 1:4:8 with necessary excavation curing etc. complete as

per I.R.C. type design.

Mandatory Signage Cl. No.

60cm circular plus 60 cm x 20cm rectangular additional plate. Pg. no.

Providing and fixing of reflectorised cautionary, mandatory and

Informative sign as per IRC-67-2012 made of micro prismatic grade

sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum

Composite Material supported With frame fabricated from suitable size

MS angle 40mm x 40mm x 5mm square box or circular as required on a

mild steel angle iron post 65mm NB MS MW pipe or equivalent MS Pipe

section firmly fixed to the ground. The total height of pole/Stand post is

3.3 mt and clear height is 2.1 from the footpath top or ground level by

means of properly designed foundation with M25 grade cement

concrete 45cmx45cmx60cm below footpath/ ground level as per

approved drawing including excavation, curing etc. complete under the

supervision of engineer In Charge. The pole shall be Painted with best

Quality epoxy coating in Black and white Bends. The details of symbol

for each board shall be as per the instruction of engineer in charge.

Informatory signage Cl. No.

60cmx45cm rectangular plus 45 cm x 20cm rectangular additional plate.

Providing and fixing of reflectorised autionary, mandatory and

Informative sign as per IRC-67-2012 made of micro prismatic grade

sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum

Composite Material supported With frame fabricated from suitable size

MS angle 40mm x 40mm x 5mm rectangular box as required on a mild

steel angle iron post 65mm NB MS MW pipe or equivalent MS Pipe

section firmly fixed to the ground. The total height of pole/Stand post is

53 3.3 mt and clear height is 2.1 from the footpath top or ground level by

means of properly designed foundation with M25 grade cement

concrete 45cmx45cmx60cm below footpath/ ground level as per

approved drawing including excavation, curing etc. complete under the

supervision of engineer In Charge. The pole shall be Painted with best

Quality epoxy coating in Black and white Bends. The details of symbol

for each board shall be as per the instruction of engineer incharge. (As

per approved RA of Traffic Department)

Informatory Signage

Cautionary signage Cl. No.

60cm equilateral triangle plus 60 cm x 20cm rectangular additional

plate.Providing and fixing of reflectorised cautionary, mandatory and

Informative sign as per IRC-67-2012 made of micro prismatic grade

sheeting as per ASTM 4956-09 Type -XI fixed over 4 mm thick Aluminum

Composite Material supported With frame fabricated from suitable size

MS angle 40mm x 40mm x 5mm square box or equilateral triangle as

required on a mild steel angle iron post 65mm NB MS MW pipe or

equivalent MS Pipe section firmly fixed to the ground. The total height

of pole/Stand post is 3.3 mt and clear height is 2.1 from the footpath

top or ground level by means of properly designed foundation with M25

grade cement concrete 45cmx45cmx60cm below footpath/ ground level

as per approved drawing including excavation, curing etc. complete

under the supervision of engineer In Charge. The pole shall be Painted

with best Quality epoxy coating in Black and white Bends. The details of

symbol for each board shall be as per the instruction of engineer

Cautionary signage

Directional board : Providing and fixing Directional sign boards made out Cl. No.

of 4mm. Aluminum composite Panel (ACP) in cubical shape of Pg. no.

Providing and applying two coats of acrylic elastomeric coating

(elastomeric membrane forming system with anticarbonation).It shall

be Water based (Solvent Free) modified with selected mineral filler

applied over the prepared surface. The coating should have anti-

carbonation and water vapor diffusion property and should be resistant

to action of Ultra Violet (UV) radiation. It should be water proof and

capable of bridging crazing and cracks with the dry film thickness (DFT)

of each coat shall not be less than 100 micron. Anticarbonation paint of As Per Morth

makes as per list of approved make mentioned in the tender. Item Specification

including Surface preparation, applying one coat of primer coat shall

not be less than 50 micron & make as per listed in the tender and also

including all types of Scafolding, safety accessories, Labour, all materials

lead, Lift tools plants, Taxes, Testing etc to execute the work as directed

etc complete for sub structure and superstructure components. Paints

shall be Spray, brush, roller applied and shall coin form to the following

properties (conform to MORTH Sec-2808).

1. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-

2. Carbon dioxide diffusion resistance co-efficient ( DIN EN 1062-6)>105

3. Elongation of cured film shall be as per ASTM D 237098 >100%

4. Chloride Ion Diffusion (ASTM C 1202)=Zero penetration

5. Adhesion (ASTM D 4541)>2 N/mm2

Providing and applying Synthetic Enamel Paint Alternate Black & Yellow Cl. No.

on crash barrier and Kerb with one coat of white primer of cement paint Pg. no.

Providing and casting in-situ Reinforced Cement Concrete M-35 grade Cl. No.

controlled cement concrete in Kerb using 6 mm to 20 mm machine

Providing and casting in-situ Reinforced Cement Concrete M-35 grade

controlled cement concrete in Kerb using 6 mm to 20 mm machine Pg. no.

Provding and laying precast R.C.C foothpath slab in controlledcement Cl. No.

concrete of M-200 grade (7.0Cm. thickness includingnecessary Pg. no.

Providing and fixing pre-cast Rubber Dye / steel Dye interlocking

concrete block 60mm thick with grade of concreteM300 pnumatic

compressed / vibrated mechanically and asper approved design As Per Morth

Confirming to IS 15658 : 2006including 35 mm Sand layer for levelling Specification

and filling thejoint with sand in proper line and level as per guidlines

ofIRC : SP 63-2018 etc. Complete.

Supplying and fixing of inserts for street light pole, insert comprises, (i)

MS box of 250x250x200 mm size having 75mm dia hole as directed by

engineer-in-charge from 3mm thick class "B" MS sheet (ii) class "B" MS

sleeve of 150mm dia, 5mm thick, 800mm length with machine cut at

61 both end and (iii) casting sleeve @20kg weight 300 to 350mm length

and 16mm thick which can support insert, including one coat of wash

primer (IS-5666), one coat zinc chrome primer (IS-104) and two or more

coats of epoxy paint with approved brand at all levels with all leads and

lifts, etc complete.

Providing and fixing marble slab including engraving and painting As Per Morth

complete. (i) Size 75cm x 60cm x 4cm. Specification

Providing and casting RCC pylons as per drawings with FE 550D TMT Cl. No.

reinforcement including centering, shuttering, scaffolding where Pg. no.

Concrete M:20 grade

TMT Reinforcement Fe 550 D grade

Gabian Structure for Erosion Control, River Training Works and

Protection works (Providing and constructing gabain structures for

erosion control, river training works and protection works with wire

crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by

cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 As Per Morth

sqm having minimum tensile strength of 300 Mpa conforming to IS:280 Specification

and galvanizing coating conforming to IS:4826, woven into mesh with

double twist, mesh size not exceeding 100 mm x 100 mm, filled with

boulders with least dimension of 200 mm, all loose ends to be securely

tied with 4 mm galvanised steel wire.)

Providing flood gauge marks on substructure as per design including As Per Morth

painting complete. Specification

Providing and fixing railing used in rows for footpath or anti-crash

barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost

of M.S. angle and channels in vertical posts, weilding/ bolting, priming

66 paintaing with one coat ready mix zinc chromate conforming to IS:104

with DFT of 25-30 microns, followed by one coat of zinc chrome red

oxide conforming to IS:2074 with DFT of 25 microns with all material,

labour, T&P as a complete job.