AMR-ADB-BR-04

Amount

Construction of Bridge on MSH 14 To Dhanora Jog(Morgaon) Road at ch 1/600 Tq.Nandgaon Kh, Dist. Amravati

Bill No. 1: Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Watering and compacting the embankment formed of materials obtained from the road cutting, dept land or other sources within a lead of 50 meter after laying them layers of 20 cm to 30 cm with 3% camber and design superelavation etc complete

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, reinforced cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (R.C.C.)

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC)

Dismantling Stone Masonary as per technical specification clause 202 . Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (stone masonry)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (above600 mm To 900mm dia Hume Pipe)

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.and transporting to the embankment locations with a lift upto 1.5 m and lead up to 1000 m as per Technical specification Clause 302.3

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 300.1 and 300.2 as per technical specification clause 301.5

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 A with a lead upto 1000 m

Construction of Earthen Shoulders as per Technical Specification Clause 407 Hard Shoulder

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. Ordinary soil (i) Upto 3 m depth For Abutment, Pier, Solid Return

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (rate as per SOR Item no 11.1 B,B2) Page no 45) For Raft Foundation

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (rate as per SOR Item no 11.1 B,B2) Page no 45) For Apron

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (rate as per SOR Item no 11.1 B,B2) Page no 45) For Returns

Bill No.2 : Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

.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 smooth wheel roller to achieve the desired density, etc complete as per Technical Specification Clause 401. Grading II material using crusher broken metal

Providing, laying, spreading and compacting crusher broken metal stone aggregates of specific sizes to Water Bound Macadam Grade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. By mechanical means

Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. VG 30 bitumen Using 70 % Hand broken metal and 30 % crusher broken metal.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness including tackcoat of 0.20 to 0.25 kg. per sqm composed 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 three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508 with By Mechanical means (II) Bitumen (S-65) VG-30 with 8% plastic waste

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30

Bill No.3 : Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 ,no fragment weighing less than 25 Kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Gabian wall

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II ) P.C.C grade M 15 (I) Nominal mix (1:2.5:5)

Providing Pressure relief pipes 100 mm dia. In bottom slab of box cell on a filter media base of 500 mm X 500mm as per drawing and technical specifications Clause 1205.5.7

Providing and laying in situ ready mix controlled concrete grade of M20 of Trap/granite/Quaratzite/gniess metal of RCC work of cut off walls/curtain walls , including necessarry scaffolding, centering,compacting by vibrator,finishing and curing etc.complete (with reversible drum type mixer/concrete batch plant (pan mixer) with natural sand /VSI sand finely washed etc.excluding reinforcement).

Providing concrete for Plain/reinforced cement concrete in open Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 ( RCC M25 FOR RAFT)

Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 ( PCC M-20 For Abutment And Solid Return)

Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 RCC M-25 ABUTMENT CAP/ PIER CAP/ DIRT WALL/KERB

Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( R.C.C grade M 30 for SLAB)

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 of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (b) P.V.C. pipe 100 mm dia

Providing Tar paper bearing of approved quality in proper size etc. complete

Supplying, fitting and placing TMT bar reinforcement SAIL / TATA / JINDAL / RINL / ELECTRATERM or equivalent in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting and placing TMT bar reinforcement SAIL / TATA / JINDAL / RINL / ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing TMT bar reinforcement SAIL / TATA / JINDAL / RINL / ELECTRATERM or equivalent in super-structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Backfilling behind abutment ,wing wall and return wall complete as per drawing and technical specifications Clause 1204.3.8

Expansion joint with 25 mm thich bitumenous pad

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm 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 (Rubble filling behind abutment) For Side of return, Behind Abutment.

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete ( Spec No : As directed by Engineer incharge )

Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Bill No.04 :Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

. Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007)

Traffic Signs B)Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii) 900 mm equilateral triangle

Traffic Signs .B. Semi Reflective Traffic Signs. Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. (v) 600 mm X 600 mm rectangular ]

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Providing white and colour washing to road side trees in two coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete.

Providing and fixing reflective fluorescent tape on old road sign board including cleaning / scraping and painting existing board etc. complete

Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.

Supply & Installation of Road Delienators as per MORT&H clause 806. The structure shall be manufacture in roll forming process & shallhave height not less than 800mm above the ground , width not less than 100mm & shall extend not more than 300mm below the ground while being installed in conformation with IRC:79 - 1981 or as directed by enginner in charge. The delienator shall be painted with powder coat of minimum 40micron thiockness for protection against corrosion, on top of which Type XI retor reflective sheeting shall be pasted on both sides. The delienator shall consist minimum retro reflective unit exposed area of 330 sq.cm. white colour, full cube corner, micro prismatic non-metallic retro reflective sheeting on each conforming with IRC:67-2012 & meeting the coefficeint of retro reflection values as per ASTM D 4956 type XI table specification. the front & back face of the delienators should be curved witgh a radius of not more than 200mm & with delta angle ( or central angle of curve ) laying between 20 to 30 degree, to increase the visibility of the delienator for vehicle moving in continuous curves. The delienator shall have grooves across the length to make the reflective sheets vandal proof.

Construction of Bridge on Golegaon Jagatpur Shivrai Road at ch 0/700 Tq.Nandgaon Kh. Dist. Amravati

Bill No.1: Site Clearance, Dismantling and Earth Works

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.PCC

Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.RCC

Removing all types of Hume pipes and stacking with in a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

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.Ordinary Soil Upto 3 M Depth

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.Ordinary Soil Upto 3 to 6 m Depth

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.I. Ordinary Rock (Not Required Blasting)

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.I. Hard Rock( Blasting Prohibited)

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required.(for OPEN FOUNDATION) FOR ABUTMENT MEDIUM DEWATERING

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (for OPEN FOUNDATION) FOR PIER MEDIUM DEWATERING

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. RETURN Normal dewatering(For SOLID Return)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification as directed by engineer incharge Clause 302.3

Lossing ,levalling and compacting original ground supporting embankment to facilities placement of first layer of embankment ,scarified to a depth of 150mm ,mixed with water at OMC and then compacted by rolling so as to achive minimu m dry density as given in tabel 300.1 and 300.2 for embankment construction as per technicalspecifictin clause 301.4.1

Construction of Embankment with Material Obtained 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 Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of embankment with approved materials obtained from Barrow pit with a lift up to 1.5 m and lead upto 1000M, transporting to site, spreading grading to required slope and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification 301.5

Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Bill No.2 : Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

Construction of granular sub-base (Grading II material) 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 vibratoryl roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading-2 specification including spreading in uniform thickness by mechanical means, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification etc complete as directed by engineer incharge Clause 405.

Construction of 50 mm thick modified penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous VG-30 binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Bitumen Grade 60/70,VG 30,(S-65) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying by paver finisher and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508.

Providing and applying tack coat with Bitumen Grade 60/70 VG 30 (S-65)/RS-1Emulsion using Bitumen/ Emulsion Sparyer / distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing and laying Type B seal coat using Bitumen Grade 60/70,VG 30,(S-65) including mixing in a suitable plant, laying by paver finisher and rolling with a three wheel 80-100 kN static roller capacity, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510.

Bill No.3 : Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Providing M-10 Grade concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing M-15 grade concrete for plain/reinforced concrete in open found complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204

Providing M-15 grade concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( P.C.C M-25 FOUNDATION

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( P.C.C M-25 PIER/ABUTMENT)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( R.C.C M-30 CANTILEVER RETURN)

Filling annular space around footing in rock as per technical specification Clause 1203.4.3. P.C.C GRADE M-15

Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-30 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal BLOCKs of 1000mm length and 300mm to 400mm thick having various cross section areas for assembly of Arch Strip, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths, with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge. (M-50) Precast Concrete blocks (PCC M -50)

Providing and laying over the area of concrete blocks HYFLEX steel wire rope – 6 X 36, steel core fixed with aluminum ferrules of required size and shape in individual block, for connecting blocks in unit arch strip. Including crimping of each ferule with wire rope using embedded steel bar of 8mm diameter and 150mm in length. Including 10mm dia steel roads for fixing wire ropes, including M-50 grade Ready Mix cement concrete of 60mm thickness, mechanically vibrated and compacted above linearly and parallelly arranged precast blocks placed on ISMC 100 base to form a layer of SCREED over unit arch strip. Including Including Z-plate acting as form work and steel separation plate of 10mm thickness over individual joint. As specified and as per IS 456:2000 including cost of all materials, preparation of level bed, curing, , including lead of all materials up to RMC plant / casting yard, etc. complete. as directed by the Engineer in charge. (M-50) Screed Concrete (PCC M -50)

Providing factory made hydraulically pressed mechanically vibrated and compacted Precast M-30 Ready Mix controlled cement concrete of trap /granite/quartzite/gneiss metal for SOCKET of 1000mm length having various cross section as per approved drawings, including lifting hooks, including machined surfaced laser cut, trapezoidal steel moulds. As specified and as per IS 456:2000 including cost of all materials, preparation of casting bed, manufacturing, curing, removing from steel moulds by using crane or required machinery and stacking of blocks for preparation of arch strip of various lengths,with fully automatic micro processor based PLC with SCADA enabaled concrete Batch Mix Plant ( PAN Mixer ) With Natural / artificial sand. etc. complete. as directed by the Engineer in charge. (M-50)Precast Concrete Socket (PCC M -50)

Providing Lifting, transportation and placing activities of precast arch units and sockets from casting yard / RMC plant to construction site including all necessary lifting arrangements in hydraulic telescopic cranes of appropriate lifting capacity, transportation on flat bed trailer of required length, including lifting slings with D-shackle, pulling ratchets, including ISMC 300 steel supporting cross beam, two numbers of P type 10 ton capacity chain pully , including temporary supports for lifting and transporting on trailers, including construction of leveling platform crane and trailer, including scaffolding and platform at pier / abutment top level, including necessary all manpower., etc. complete., as directed by Engineer In Charge.

Providing and laying in situ / ready mix M10 cement concrete of trap /granite /quartzite /gneiss metal for haunch filling including compacting, curing, mixing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Natural / VSI standard Artificial Sand) Spec.: BR45 Page No. 139 ( For haunch Fill )Haunch (PCC M-10)

Providing trap/ granite/ quartzite/ gneiss rubble filling over haunches and arches including hand packing etc. complete. BR.46 Page No. 140 Haunch (Rubble)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 (Spandrel wall)

Plain/reinforced cement concrete in structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC M-20 Load Distributor/Kerb

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 M30 Wearing Coarse

Supplying, fitting and placing TMT bar reinforcement (Fe 415) SAIL/ TATA/ JINDAL/ RINL/ ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI and GOM in all respect, including inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below PIPE 2000MM DIA

Providing and fixing Expansion joint with 25 mm thick compressible fiber board/ bitumenous pad

Provding and laying fillter media with grangular crushed aggregates as per specification of to a thickness of not less than 600 mm 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 hight.compacted to firm condition complete as per technical specification clause 1204.3.8

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing 90 cm thick flexible stone Mat as per Standard drawing including supplyying all materials at work site spreading and compaction etc complete

Providing weepholes in plain concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(v) :20(h) towards drawing face complete as per drawing and technical specification etc complete as directed by engineer incharge Clauses 614, 709, 1204.3.7

Providing M-15 grade concrete for plain/reinforced concrete in open found complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 M15 LEVELLING COARSE FOR TOE WALL

construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 P.C.C. M-20 FOR TOE WALL

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Bd.L.7 Page No. 369

Providing and applying Texture plaster with finishing with texture material of approved make in 3 to 4 millimeter thickness on previously plastered surface, including Plaster Groove 6mm thickness or Tape Grooves 35 to 45 mm thickness or as required, in all position including preparing the surface, scaffolding etc. complete. As directed by Engineer in charge.

Providing and applying two coats of textured synthetic paint of approved shade and quality and one coat of primer before applying textured paint including scaffolding if necessary preparing surface by thoroughly cleaning oil, grease, dirt and other materials as required, etc. complete. As directed by Engineer in charge.

Providing and laying 1000 mm dia reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. etc complete as directed by engineer incharge Clause 1106.6

Construction of Toe Walls for Protection of Slopes as Per drawing and techinal specifications clause 1302.5

Bill No.4 : Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and fixing Retro Reflective MMGSY/PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specification sand latest PMGSY Signage Manual / Circuler and drawing. The board will be acomposite unit consisting of Two Plate sof ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The topmostplate will be of 3mm ACP india mond shape of 600 x 600 mm size, riveted with MS angle iron frame of 25mm x 25mm x 5mm size on back onedges. The Lower plate will be of 4mm ACP of 1100 x 300mm size riveted with MS angle iron frame of 25mm x 25mm x 5mm size on backonedges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plate swil lbe welded to a75mm x 75mm x 12swg Mild steel pos tat / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450 x 450 x 600mm below ground level. The heigh tof the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shape dplate and Lower Plate is kept 150mm .MMGSY / PMGSY logo, letter sand numeralson the ACP should be made up of Retro Reflective sheeting of Class-A / ClassB grade as per the latest MORD section 1700 specifications (Refer Circulerno. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ MMGSY Logo/ Project description on ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by there tr or eflective sheeting manufacturer and printed sign shall conform to retroreflective values as laid down in IRC 67 2012. The inks used for printing shall be ecofriendly with VOC emission scomplying to UL2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5years & 7years for ClassA and ClassB sheeting respectively for traffic colors.” All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY sign age manual Fig.1(A) and Fig.1(B) and as directed by Engineerin-charge. A warranty for 5/7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Providing and fixing of typical PMGSY Retro Reflective information board as per as per section 1700 of MORD specification sand latest PMGSY Sign age Manual / Circuler and drawing. Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5mm thick M. S angle shall be welded by two vertical M.S angle of 5mm thick to 75mm x 75mm of 12S WG square tubes / 75mm Dia Pipe post sduly embedded in cement concrete M-20 grad eblocks of 600mm x600mm x75mm, below ground level. MMGSY/PMGSY logo, letter sand numeral son the ACP should be made up of Retro Reflective sheeting of Class-A /Class-B grade as per the latest MORD section 1700 specifications (Refer Circulerno.NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/ MMGSYLogo/ Project descriptionon ClassA or ClassB type retroreflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IR C67-2012. The ink s used for printing shall be ecofriendly with VOC emissions complying to UL 2801 standardsa nd specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5years & 7years for ClassA and ClassB sheeting respectively for traffic colors. All section sof framed post sand steel tube will be painted with primer and two coats of epoxy paint sas per drawing Clause 1701 and Annexure 1700.1(10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC 67:2012 & Type IV standards of ASTM D4956 -09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25 x 25 x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mm X 65mm X 6mm -3.5 mtr height, firmly fixed to the ground by mean sof properly designed foundation with M20 grade cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing. Both borde r& background shall be retro reflective as per Type IV standards. 7years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independ enttes tlab for the product offered shall be submitted by the contractor (Bottom of the board shall be atl east 2.6mtr. above ground level) Specification:IRC67:2012. There shall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 600 MM Equiltral traingel

Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC 67:2012 & Type IV standards of ASTM D4956 -09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25 x 25 x3mm mild steel angle as approved, supported on a mild steel angle iron post 65mm X 65mm X 6mm -3.5 mtr height, firmly fixed to the ground by mean sof properly designed foundation with M20 grade cement concrete 45cm X 45cm X 60cm, 60cm below ground level as per approved drawing. Both borde r& background shall be retro reflective as per Type IV standards. 7years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independ enttes tlab for the product offered shall be submitted by the contractor (Bottom of the board shall be atl east 2.6mtr. above ground level) Specification:IRC67:2012. There shall be as tamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retroreflective sheeting, Installation month & year, Warranty period for retro reflective sheeting. 800 x600 mm reactangular

T AND T INFRA LIMITED