Construction and 5 Year Maintenance of the Bridge in Thathankuppam to K.K.Pudhur road at Ch 10 60km across MKM Kiliyar river in Madhurandhakam Block having Pkg No. TN 34 04

Amount

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(without dewatering).Dressing the bed.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(with dewatering and shoring) in ordinary soil

Providing and driving in position permanet M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., complete

Providing concrete for Reinforced concrete M35, Design mix in Pile foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M35 grade below-Pile -Pile dia 1200mm)

Providing Concrete for plain cement concrete M15, Nominal Mix in pile foundations complete as per drawings and technical specifications clause 802, 803,1202 & 1203-(M15 grade levelling course)

Reinforced Cement Concrete M35, Design mix in substructure complete as per drawings and technical specificatioins clause 802, 804,805,806,1202 & 1204 below sill 5m height - (M35 grade- pilecap)

Reinforced Cement Concrete M35, Design mix in substructure complete as per drawings and technical specificatioins clause 802, 804,806,1202 & 1204- (M35 grade above 5m- abutment stem)

Reinforced Cement Concrete M35, Design mix in substructure complete as per drawings and technical specificatioins clause 802, 804,805,806,1202 & 1204- (M35 grade above 5m- bedblock)

Reinforced Cement Concrete in substructure complete as per drawings and technical specificatioins clause 802,804,806,1202 & 1204- (M35 grade above 5m- Pier column)

Reinforced Cement Concrete in substructure complete as per drawings and technical specificatioins clause 802,804,806,1202 & 1204- (M35 grade above 5m- Capping beam)

Reinforced Cement Concrete in substructure complete as per drawings and technical specificatioins clause 802,804,806,1202 & 1204- (M35 grade above 5m- pedastal)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (part 11) section IX complete, including all accessories as per drawings and technical specification clause 1207.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.50-M35 garde- above 5m- T beam)

Reinforced cement concrete in superstrucure complete as per drawing technical specification clause 802,804,805,806,807,1202,1204 RCC Grade M35 Superstructure.-deck slab-above 5m

Construction of Vibrated R.C.C. railing of M 30, Design mix in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3-M30 grade handrails

Reinforced cement concrete in superstrucure complete as per drawing technical specification clause 802,804,805,806,807, 1202,1204 RCC Grade M40 grade- crashbarrier

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providing and Laying parapet with vibrated CC M20, Nominal mix as per drawing and technical specifications Clauses 800 and 1208.4-M20 grade-parapet

Supply & installation strip seal Expansion Joint system confirming to specifications for road & bridge works - IV revision: 2001 published by ministry of surface transport (Road wings) in the 40mm wide expansion gap provided in between decks over piers with fatigue tested structural steel section at the nosing and anchorage assembly as shown in the drawing including cost and conveyance of materials to site including cost of testing as per MORT & 11 specifications, including labour, equipments and other incidental charges for fixing the joint complete in all respect, as per specifications. IRm

P.C.C M15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clause 800 and 1211.-M15 grade-base course

Reinforced Cement Concrete M30 grade approach slab including reinforcement and Formwork complete as per drawing and technical specifications Clause 800 and 1211.-M30 garde-approach slab

Providing and laying plain cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3(M30 grade - wearing coat)

Providing & Fixing seepage pipes of 100mm PVC pipes of required

Providing and laying filter media with grannular crushed aggregates s per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment , wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8

Beckfilling behind abutment , wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8

supplying, fitting and placing HYSD bar reinforcement (Fe 500) in sub structure complete as per drawings and technical specification clauses 1002,1010 &1202

supplying, fitting and placing HYSD bar reinforcement (Fe 500) in super structure (deck slab) complete as per drawings and technical specification clauses 1002,1010 &1202

Supply and fabrication of Fe 500 steel requird for all RCC items of work involved in the schedule cost of steel at site fabrication, labour for cleaning the rosa straightening, cutting, bending, typing grills,, cost of binding wire, provision of spacer bars, cover blocks, and all other incidental charges etc.,complete.

Supply and fixing of High Quality of PVC pipes of 150mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths working pressure 4kg per m

Retaining wall

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lend of 50 m. dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete for plain Cement Concrete in open foundation complete as per drawings and technical specifications clauses 802,803,1202 & 1203- MIS grade-levelling course

Providing concrete for Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - (R.C.C. grade M 30 -retainingwall footing)

Reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 30 - Retainingwall stem)

providing weepholes in brick masonry/stone masonry,plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope 1(V):20:H) towards drawing face complete as per drawings and technical specifications Clauses 614, 709, 1204.3.7

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works Fe-500 grade.

PCC Retaining wall

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing. removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(with dewatering and shoring) Upto 3 m depth IN SOILS

Plain cement concrete for reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -M20 grade (below sill)-retainingwall footing

Plain cement concrete for reinforced cement concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -M20 grade -retainingwall stem

Providing & Fixing seepage pipes of 100mm PVC pipes of required lengths for abutments & wings including cost....

APPROACH ROAD

Excavation for roadwork in soil with hydraullic excavator of 0.9 cum bucket capacity including cutting and loading tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3

100% Compaction

98% Compaction

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requriement of Tables 300.1 and 300.2 as per Technical Specification Clause (Gravel Shoulder)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III

Providing, laying, spreading and compacting stone aggregates to Wet Mix Macadam specification including premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tripper to site, laying in uniform layers with paver in sub base/base course on a well prepared surface and compacting with vibatory roller to achieve the desired density

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen. emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open graded premix carpet of 20 mm thick compossed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a 3 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seel coat of either Type A or Type B or Type C as per technical specification clause 508

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510

Lighting Arrangement

SUPPLY OF ONE NO OF 7 MT X 88.9 MM OD X 4.05 MM THICK STREET LAMP POST WITH 2.7 Mtr SINGLE ARCH BRACKET, 1NO. OF 4 CORE SMC FUSE BOX WITH Hot dip zinc galvanising -E670

Cost of Erection & materials required for 7 mtr Street lamp pole with 2.7 MTR long single arch bracket conventional foundation (Material ratio - 1:1.5:3) E671

Supply fixing and maintenance of LED fitting of 90 W to 120 W with 7 years replacement guarantee (in place of 150 W SVL). -E563D

Cost of Foundation materials & labour, Elec. Materials & Al. Paint, Labour for erection & Painting, Ladder hire charge. (Anchor bolt foundation ) (Fuse box to Luminarie shall be wired with 3CX1 sqmm pvc Insulated multistranded flexible copper Trailing Flat/round cable) (Material ratio - 1:1.5:3)

Supply & fixing of vertical three phase distribution board module type with ip 54 protection 12 way TPMCB sheet steel distribution board flush type / surface type fitted with bus bars and neutral links with single/three phase MCB out goings and separate 4 way provision for accommodating one no. of 4 pole Incomming MCB Isolator and another separate 4 way provision for accommadating one no. of 4 pole ELCB/ RCD with lable holder and provisions for taking up cable for size not less than 35 sq.mm No. of ways out oing36 way (with industrial type) (seperateprovision shall be given forMCBS, Isolators, ELCB / RCD in Sch. No. L432 TO L457 and L730 & L731) (M.S Angle Iron of size 1 1/2" x 1 1/2" x 1/4" Mounting)( The above d.b shall be pre wired with suitable size pvc copper wire) ED 508

Supplying of I.SI.Marked 31/2X70 sq.mm cable-ED224

Routine Maintenance after completion of work the road sufrace and shoulder to be maintained in proper condition to make them free from excessive edge drop offs, roughness, scouring and pot holes and cleaning of surface drain including culverts for frre flow of water. Relettering name boards and K.M & H.M stone and other maintenance operation required to keep the road traffic worthly at all the time for the maintenance period for the following years. As per General condition of contract para 32.2.2

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}

ARULJOTHI INFRASTRUCTURE PRIVATE LIMITED