Constructions of Tiruchirappalli Bye pass Road along Koraiyaru and Uyyakondan Rivers, Section- I (2.000 Km ) in Tiruchirappalli City Municipal Corporation.

Amount

Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)

Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) - 90% of Item 2

Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)

Construction of granular sub-base by providing close graded Material, 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 compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - Grade V

Cement Treated Crushed Rock or combination as per clause 403 and table 400.4 in Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.)

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

Providing and laying compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.

Providing and laying Bituminous concrete using 0.22 cum of 26.5-13.20 mm graded metal and 0.24 cum of 13.20-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 62.40kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by 8-10 tonne Vibratory roller to the required density etc., including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, 9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.

Providing and laying of Rubber Moulded Hydraulic Pressed Paver Block size 63mm thick in uniform shape of approved make to be laid in lorrying bone pattern with approved non sticking surface in the top and the rate including leveling the base, preparation of sub base with sand cushion 100mm thick, laying out the pavement, cut the pieces to fit the edge, vibrating the pavers, sweeping the sand grouting, providing transporting, loading unloading and laying of paver block as per standard specification.

Earth work excavation for drains in ordinary soil, light black cotton sandy loam and dry silt including shoring, strutting, baling or pumping out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick and depositing the surplus earth at places as directed by the departmental officers with initial lead and lift - 10 m3 - For Drains

Plain cement concrete 1:2:4 mix (One cement two M.Sand and four aggregate) using 20mm size ISS gauge HBBG metal including mixing, laying, consolidating, curing, cost and conveyance of all materials to site and all labour charges etc., complete as per standard specification - 1 m3 (detailed data for 10 m3 ) - For Drains

Providing and laying in position Standardised Concrete Mix M-30 Grade (1:0.75:1.5) in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 340Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Q.dust, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) -(detailed data for 10 m3) - For Drains

Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position

Supplying, fabrication and placing in position of steel reinforcement using mild steel of Ribbed tor steel rods, for all RCC works as per the design given by the departmental officers including cost of steel and binding wore and all labour charges for cutting, bending & tying etc., complying with standard specifications

Supplying and erecting centering for vertical plain/ RCC concrete walls of supply channel, retaining wall etc upto 270Cm height with necessary supports,all cross bracing with mild steel size of 90cm x60 cm and gauge BG 10 stiffened with welded mild steel sheet angles of size 25 mm x25 mm x3mm for bearing laid silver Oak/ Country wood joist of size 7.50 cm x5.0 cm spaced @ about 90 cm C/C and supported by Casurina props of 10 cm to 13 cm spaced @ 75 cm C/C etc,, complete complaying with standered specfications and as directed by the departmental officers.

For Drains

For Retaining Walls

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Spacing 4.5m longitudinally

Providing and erecting of made out of retro reflectorised cautionary, mandatory and informatory signs (With definition board) made out of micro prismatic grade sheeting conforming to IRC 67:2012 & Type IV standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cmx30cmx45cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelines, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor including cost of all materials and labour charges etc., complete

60cm Equilateral Triangle

60cm Circular

90cm High Octagon

Providing and erecting of made out of direction and place identification signs made out of cube corner micro prismatic grade sheeting conforming to IRC 67:2012 & Type XI standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelines, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor including cost of all materials and labour charges etc., complete

Providing and erecting retroreflective hazard marker traffic signs made out of cube corner micro prismatic grade sheeting conforming to IRC 67:2012 & Type IV standards of ASTM D 4956-09 specifications and fixed over 2mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 45cmx45cmx60cm complete. The information message shall be made out of cut out letters in Blue color transparent overlay film as per IRC 67-2012 Guidelines, 7 years pre qualification warranty for Retro Reflective sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor including cost of all materials and labour charges etc., complete

Providing and fixing of median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for moulding the marker shall have an izod impact strength of 600 j/m at room temparature. Impact strength of the polycarbonate should not reduce to less than 70% of its initial value on subjeted to UV weathering as per ASTM G155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isoceles trapezidal structure of size 15cm x 10cm x 10cm. The median marker shall have flourescent yellow retro reflective sheeting conforming to Type XI specifications as per ASTM D 4956. Area of relfective sheeting should not be less than 70 cm2. Edge of retroreflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting proliferage. The logo of the manufacturer shall be embossed and painted in contrasting color on both side of the median marker for distinct identification. - Spacing of 10m c/c

Providing and fixing reflective road studs of ' category A ' Raised pavement markers made out of poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prisunatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280 . The reflective raised pavement markers shall also confirm to the MORTH crcular No RW / NH 33023 / 10 / 97 - DO.III dt 11.06.97 . The height , width and length shall not be less than 15 mm , 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm 35 / -5 degree . Each reflector shall have on each side and the slope to the base shall be Nos CIL not less than values specified in Table 2 of said MORTH circular . The strength of detachment of the integrated cylindrical shanks , ( of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2 mm ) from the body is to be a minimum value of 500 Kgf . Fixing will be by drilling holes on the road for the shanks to go inside , without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer . The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 2015 guidelines and MORT & H specification 804 etc. , complete

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body , solar powered , LED self- amination in active mode , 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode . The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D 4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063.1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C Flashing rate and color of lighting is to be provided as per requirement . There should be minimum current losses of less than 20 micro - amperes in sleep - charging mode to enhance product life and Nos single charge should provide for a minimum autonomy of 50 hours . The height , width and length shall not be less than 10 mm x 100 mm x 100 mm . Fixing will be by drilling holes on the road for the shanks to go inside , without als and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer . Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer - in - charge . Two Years Warranty Certificate Ser Solar RPM for the quantity installed and a certified copy of test reports from an independent test laboratory caforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer - in - charge

Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 2012 and ASTMD4956-09 , specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel I. angle of size 50mm x S0mm x 6mm . The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB Naminal Bore ) MS Pipe with 12mm thick with a ground clearance of 6 meters along with SOND ( Nominal Bore MS Pipe with 4mm thick and 40NB ( Nominal Bore ) MS Pipe with 3.20mm thick support posts . MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively . MS Stiffener plates 8mm thick of sizes 420x420 , 682x420 . 288x288 , 288x927 & 44x130 are to be used . Anchor bolts of dimension 25mm dia and 1000mm length are to be Nos used as fixtures . The approved direction information should be digitally printed and should have 70 % of the co- 10 efficient of Retro - reflection values against the values as mentioned in Table 6.9 of IRC67-2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard , eco logo certificates as per UL 2801 standards . The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 ( As per MoRT & H specification No.801j . Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials , equipment , machineries to worksite , including all labour charges for fixing the gantry in position with all leads and lifts , loading charges and necessary for sausfactory completion of the work as directed by the engineer in charge etc , complete .

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. Finished surface should be uniform, level and free from streaks and holes etc. complete as per MORTH specification No. 803

Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M 20 grade of concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as per approved design i/c cost of all material, labour and curing etc., complete. as per IRC 5758 - 1984

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high , comprising of 3mm thick wall " W " beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms / sqm , minimum 950mm above road / ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick , 4318mm long post directly embedded in the concrete ( M15 ) pit size 350x350x800mm for a depth of 750mm below ground . All fixing bolts and nuts hot dip galvanized conforming to IS : 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer - in - charge

Providing, fitting and fixing mild steel railing as per IRC:103 complete as per drawing and Technical Specification

Supply and installation of 9 m Pole single arm with 210W LED street light with SMD type LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 66 , Impact resistance > = IK08 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.95, Operating voltage 120-277V universal electronic potted driver with Surge Protection of 10KV, CRI >70, The wattage of each LED should be greater than 1 watt and less than 3 Watt. Only high power Single white LED chip with ceramic based suitable for outdoor use is allowed. Multi Chip , array multi die , mid power ,Integrated arrays and COB’s are not permitted. The LED used in the luminaire shall be SMD type only of make Lumileds, Osram, Nichia, and CREE & no other make with SDCM < 5. The LED drive current shall not be more than 1000mA. Test certificate from NABL accredited lab for LM 79 and LM 80 report . Aesthetically designed housing with Grey color corrosion resistant painting , with Anti Dust Exposed Lens & Side entry type shall consist of separate optical and control gear compartment. The luminaire shall be with dedicated street lighting unique peanut optic lens to ensure a better lux level along with uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens shall be fixed mechanically and not to be with glue pasted. The driver shall be potted type. Unique air vents in housing design for better thermal management. The luminaire shall be used with high power LEDs delivering a nominal system lumen output minimum of 30000 lumens @ 210W nominal wattage with CCT of 5700K. The efficacy of the luminaire shall be greater than 140 lm / W. The pole entry of the luminaire shall be Side entry on standard pole 48-60mm.The luminaire shall be Class I electrical. The product shall be passed for EN 60598-2-3 for luminaires, EN 62471 photobiological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. All the components such as driver, SPD and LILO shall be within the luminaire. The luminaire should be of Class B Serviceability. (The driver can be replaced at site level). Specification for wire: PVC insulated & PVC Sheathed 3 Core Cable with Electrolytic Grade Annealed Copper Conductor suitable up to 1100 V Grade with ISI mark, Confirming to IS:694. The Driver should be potted /encapsulated & should be a BIS approved driver and not a printed circuit board without casing, mounted inside the luminaire. The luminaire and driver shall be BIS approved with "R" number mentioned. Driver Protections: Driver Protections 440V (P2P)Protection for 8 Hrs., High cut off @ 325±15V with Auto Restart. Foundation Bolt, Templates Including Transportation.Excavation & Providing foundation and fixing of street light poles as per approved drawing and finishing as directed by client.

Supply & Installation of hot-dip galvanized Octogonal Pole 9 mtrs height Pole along with 1.5m double arm bracket with 210W LED street light with SMD type LED cool white Lighting Fixture made up of LM 6 Pressure Die cast aluminium housing with corrosion resistant painting confirming to IP 66 , Impact resistance > = IK08 standards, separate compartment for LEDs & electronic driver, Power factor-> 0.95, Operating voltage 120-277V universal electronic potted driver with Surge Protection of 10KV, CRI >70, The wattage of each LED should be greater than 1 watt and less than 3 Watt. Only high power Single white LED chip with ceramic based suitable for outdoor use is allowed. Multi Chip , array multi die , mid power ,Integrated arrays and COB’s are not permitted. The LED used in the luminaire shall be SMD type only of make Lumileds, Osram, Nichia, and CREE & no other make with SDCM < 5. The LED drive current shall not be more than 1000mA. Test certificate from NABL accredited lab for LM 79 and LM 80 report . Aesthetically designed housing with Grey color corrosion resistant painting , with Anti Dust Exposed Lens & Side entry type shall consist of separate optical and control gear compartment. The luminaire shall be with dedicated street lighting unique peanut optic lens to ensure a better lux level along with uniformity as per IS1944 high spacing from pole to pole and cut-off type. The peanut lens shall be fixed mechanically and not to be with glue pasted. The driver shall be potted type. Unique air vents in housing design for better thermal management. The luminaire shall be used with high power LEDs delivering a nominal system lumen output minimum of 30000 lumens @ 210W nominal wattage with CCT of 5700K. The efficacy of the luminaire shall be greater than 140 lm / W. The pole entry of the luminaire shall be Side entry on standard pole 48-60mm.The luminaire shall be Class I electrical. The product shall be passed for EN 60598-2-3 for luminaires, EN 62471 photobiological safety, EN 61000-3-2 for harmonics, EN 61547 for EMC tests. All the components such as driver, SPD and LILO shall be within the luminaire. The luminaire should be of Class B Serviceability. (The driver can be replaced at site level). Specification for wire: PVC insulated & PVC Sheathed 3 Core Cable with Electrolytic Grade Annealed Copper Conductor suitable up to 1100 V Grade with ISI mark, Confirming to IS:694. The Driver should be potted /encapsulated & should be a BIS approved driver and not a printed circuit board without casing, mounted inside the luminaire. The luminaire and driver shall be BIS approved with "R" number mentioned. Driver Protections: Driver Protections 440V (P2P)Protection for 8 Hrs., High cut off @ 325±15V with Auto Restart. Foundation Bolt, Templates Including Transportation.Excavation & Providing foundation and fixing of street light poles as per approved drawing and finishing as directed by client.

Design, manufacture, supply, erection, testing and commissioning of weather proof Street Lighting Panel with degree of protection not less than IP55 with canopy arrangement,fabrication with 1.6mm thick CRCA sheet. shall be in single compartments, suitable for operation on 3Phase 415 Volts AC Supply System, Neutral & Earth Bus bar.inter-connections with 10/2.5 sqmm single Core FRLS PVC insulated multistand copper conductor cable etc. single fronted, free standing, front hinged, dust & vermin proof, cubicle type, wall mounted, undrilled gland plates at bottom, complete with internal wiring, ferrules, name plates, painting etc., conforming to the technical specification for panels & comprising of the following.Incomer:1 No - 32A TP+N MCCB 25kA , 1 No - 32A TP Contactor ,1 No - Digital 24Hrs Time Switch ,1 No - 32A Normal/Bypass Rotary Switch,1 No - 6A Auto/Manual Rotary Switch, Outgoings: 12Nos - 10A SP Mcb 10kA (Per feeder 4 Way)

Design, manufacture, supply, erection, testing and commissioning of weather proof 63A TNEB Metering Panel with degree of protection not less than IP55 with canopy arrangement,fabrication with 1.6mm thick CRCA sheet. shall be in two compartments, suitable for operation on 3Phase 415 Volts AC Supply System, Earth Bus bar.inter-connections with 10 sqmm single Core FRLS PVC insulated multistand copper conductor cable etc. single fronted, free standing, front hinged, dust & vermin proof, cubicle type, wall mounted, undrilled gland plates at bottom, complete with internal wiring, ferrules, name plates, painting etc., conforming to the technical specification for panels & comprising of the following. Incomer : 1 No - TNEB Meter Fixing Provision.Outgoings: 3Nos - 63A Cutout, 1No - 63A TP+N SDF+ HRC

Supply, Laying of 4C*35 Sqmm Al.Arm.Cable including cable trenching

Supply, Laying of 4C*25 Sqmm Al.Arm.Cable including cable trenching

Supply, Laying of 3C*1.5 Sqmm Cu. Flexible Cable including all accessories like MCB's , connectors, Lugs etc..,

Earthing of panels & poles suiting site conditions

HDPE Supply & laying

GIPipe Supply & Laying

HDD for Cable Crossing across the road

STRUCTURAL WORKS

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)

Providing Steel Liner 10 mm thick for pile including Fabricating and Setting out as per Detailed Drawing.

Pile Cap

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

M15-Plain cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

M35 Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Abutment

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Abutment Cap

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Dirt Wall

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Return Wall

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Back filling behind abutment with granular material for wing wall and return wall complete as per drawing and Technical Specification

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Retaining Wall/Wing Wall

M15-Plain cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Pier Cap

M35-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

PEDESTAL

M40-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

PSC Girder

M45-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Providing external prestressing with high tensile steel wires/strands including drilling for passage of prestessing steel, all accessories for stressing and stressing operation and grouting complete as per drawing and Technical Specification as per section 2812 of MORTH Specifications (Revision-V) - For span = 25 m (4 no. of cables and 8 no anchorage)

Diaphragm

M40-Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

M-40 Reinforced cement concrete including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Providing structural steel for super-structure complete as per drawing and technical specifications

Supplying and Fixing of ELASTOMERIC BEARING as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT & H specification. (V Revision)

Supplying and installation of STRIP SEAL EXPANSION JOINT system conforming to specifications for road and bridge works in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT & H specification (V Revision)

Crash Barrier including M-40 grade concrete centering, shuttering M.S. Structural members, anchore bolts, painting of Structural members but excluding the cost of reinforcements all complete as per drawing and Technical Specification Section 1500 and 1700

Supply, delivery and fitting of 150mm UPVC pipe inside crash barrier used for utility pipe for streetlight line etc. completed as directed by the departmental officer

Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD / 205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing , including cost and conveyance of Galvanised iron pipes and flats and fixing them in position , etc. , complete as per cl 2705 of MORT & H specification . ( V Revision )

Laying and fixing of PVC pipe 110mm dia connecting the drainage spouts

M15-Plain cement concrete as levelling course for Approach slab including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 15 00 & 1700 in bridges, flyover and culverts.

M30-Reinforced cement concrete for Approach slab including centering and shuttering but excluding reinforcement all complete as per drawing and Technical Specificationss Sections 1500 & 1700 in bridges, flyover and culverts.

Providing and laying of 3mm thick water proofing membrane in the deck slab as per approved make and technical specifications

GST amount as applicable (18 %)

AVP INFRACON LIMITED (BID ID -1220677)