Widening and Strengthning of Majara Talod Harsol Gambhoi Road Km. 0/000 To 56/800 SH 143 Section Harsol Gambhoi Km 23/400 To 56/800 Bridge at Ch.35.040 Varvada village and Ch 38/342 Mohanpur

Amount

Schedule Item

Proving flood guage makrs on substrucure as per deisign including painting complete

Poviding masonry steps with cement pointing on approaches as directed

Providing and laying filter media 600 mm. thick as directed at the back of abutments returns and wing walls as per detailed specifications

Providing and filling sand behind abutments and between returns in layers as directed

Excavation for foundaion in hard murrum and boulders and very stiff or sticky clays and other similar strata including sorting and strutting and dewatering as necessary and diposing of excavated stuff as directed.with all lead & lift.

Excavation in large boulders and soft rock by welding including sorting strutting and dewatering as necessary and disposing off the excavated stuff as directed.with all lead & lift.

Excavation in hard rock by dry wet blasting and chiselling including dewatering preparing foundation base by proper benching and stepping and dispossing of the excavated stuff as directed. (B) Blasting prohibited.with all lead & lift.

Providing & filling in foundation with ordinary cement concrete M 15 mix and providing necessary vertical pin headers including formwork vibrating ramming & curing complete.

Diversion of water course/providing cofferdam and bund or island as may be necessary for foundation the same for the period as may be necessary (B) Diversion by cofferdam/sland

Providing and fixing steel dowel bar of Fe 500D grade 32 mm dia for anchoring by drilling holes in foundation strata including, necessary bending hooking of dowel bars and grouting the holes complete as per detailed dawing and as directed

Providing & casting in situ Design mix concrete M 35 for R. C.C. footing for Pier including necessary shuttering laying vibrating ramming and curing complete.

Providing & filling trenches of excavation in rocky strata with NMC M15 .

Providing and placing in position Reinforcement GradeFe-500D for a) pier footing, b) Abutment cap and dirt wall, c) Pier cap, R.C.C Pier & R.C.C Return & Seismic arrestor, e) Tempecture Reinforcement for Pier, Abutment, Return, Wing Wall including curing bending hooking and tying compete as per detailed drawing.

Providing and laying weep hole in abutment and return by using A.C. pipes of 100 mm. Diameter including laying in proper grade and joining etc. comp. As per detailed specifications.

Providing and casting in situ controlled cement M-35 for R.C.C. work in piers & Return wall as per drawing including centering shuttiring scaffolding where necessary laying vibrating curing and finishing complete. (A) Height from 0.0 M to 5.0 M

Providing and casting in situ controlled cement M-35 for R.C.C. work in piers & Return wall as per drawing including centering shuttiring scaffolding where necessary laying vibrating curing and finishing complete. (B) Height from 5.0 M to 10.0 M

Providing and casting in situ controlled cement M-35 for R.C.C. work in piers & Return wall as per drawing including centering shuttiring scaffolding where necessary laying vibrating curing and finishing complete. (C) Height from 10.0 M to 15.0 M

Providing and casting in situ controled cement concrete M.25 for P.C.C. work in Abutment and return as per drawing including centering shuttering scaffolding where necessary laying vibrating curing and finishing complete. (A) Height from 0.0 M to 5.0 M

Providing and casting in situ controled cement concrete M.25 for P.C.C. work in Abutment and return as per drawing including centering shuttering scaffolding where necessary laying vibrating curing and finishing complete. (B) Height from 5.0 M to 10.0 M

Providing and casting in situ controled cement concrete M.25 for P.C.C. work in Abutment and return as per drawing including centering shuttering scaffolding where necessary laying vibrating curing and finishing complete. (C) Height from 10.0 M to 15.0 M

Providing and casting in situ controlled cement concrete M 35 Mix for R.C.C. works in pier cap abutment cap and dirt wall including controlled cement concrete M 40 bed rock or pedestals of required drawings, centering shuttering, scaffolding wherever necessary laying vibrating curing and finishing complete.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications.

Providing and casting in situ controlled cement concrete M-35 for R.C.C. work in superstructure including centering, ramming vibrating curing and finishing complete.(B) T Beam Deck slab type of superstructure (II) T Beam Girder , Slab and Cross girder

Providing and placing in position FE 500D TMT bar reinforcement including cutting, bending, hooking, and tying complete as per detailed drawing.(B) T Beam Deck slab type of superstructure (II) T Beam Girder , Slab and Cross girder

Providing and casting in situ controlled cement concrete M 30 for average 75 mm. thick wearing coat laid as directed including tamping vibrating finishing curing and filling in joints with bitumen complete.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches of bridge & on Bridge proper structures and medians, constructed with M-40 grade concrete (excluding reinforcement)conforming to IRC:112 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) etc. complete (A) Only crash barrier

Providing PVC. 100 mm. diameter water spouts including necessary iron gratings as per drawings.

Providing and fixing marble slab including engraving and painting complete. (A) size 75 cm x 60 cm x 4 cm

Providing and casting in situ controlled cement concrete M 30 for approch slab including form work curing and finishing complete.

Providing and fixing in position steel bar reinforcement of steel grade T.M.T FE-500D including cutting ,bending, hooking, tying, welding etc, complete as per detailed drawing and specification (A) R.C.C.Crash barrier (B) R.C.C. Approach slab (C) Wearing coat

Providing and fixing in position Strip Seal Type Expansion Joint (for movement upto 60mm) as per detailed drawing MORTH specification. The rate is inclusive of supplying, fixing with contractor's own materials, equipments, machineries, labour, transport, testing, bolts, socket tubes, neoprene sheet/cap etc. complete. The rate is finished item complete and will be paid after fixing in all respect. The Contractor shall procure Strip Seal Expansion Joint, confirming to relevant MORTH specification from approved Empannalist manufactures of MORTH with prior approval of Engineer-in-charge.

Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work A) R.C.C Work

Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work B) P.C.C Work

Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (B) Rubble Masonry

Dismentaling old reiling and Disposal of Diamanteled material.

Earth work for embankment including breaking clods, dressing with all lead and lift and including watering and rolling and consolidation of subgrade in layers at O.M.C to required dry density including filling the depression which occure during the process using power roller 8T to 10T from borrow area with all lead and lift.

Clearing and grubbing road land including uprooting trunk vegetation, grass bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness. (C) by mechanical means in area of light jungle

Construction of Granular Sub Base (GSB) by providing coarse graded material of grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH specification.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing , rolling with vibratory roller 80-100 kN static wt. to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting etc. complete as per Specifcation. 45 to 90mm size B.T. Metal

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

Providing and applying priming coat with emulsion (SS1) at the rate of 7.50 kg/ 10 Sq.mt. including cost of emulsion and preparing the surface and applying etc. complete.

Providing & laying 50 mm thick compacted D.B.M. with B.T. stone aggregates as per MoRT&H gradation & specification with bitumen VG-30 for mixing at the rate of 45.0 kg./M.T. by weight of total mix i.e.( 4.5% by weight of total mix ) including heating the asphalt & agreegates by Drum mix plant & spreading the same by paver finisher including rolling & consolidation with 10-12 tones vibratory and power roller & providing all materials,equipments,tools & plants,fire wood,oil,kerosene,labour charges etc.and using contractors own machinaries batch mix plant & paver finisher etc.comp.

Providing and laying 40 mm Bitumen concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as VG 30 grade ashphalt at 55 kg/MT)by total weight of mix hot laid process using drum mix plant including heating and mixing asphalt & materials by drum mix process transporting the mix and laying by paver finisher including consolidation with vibratory roller including cost of material, labour, machinary equipment and fuel , oil , lubricant for plant and machinary using contractor's own plant and machinaries etc. complete as per MORT&H Specifications. Add Water Proofing Material Saline Nano Technology @ 0.10 % by Total Wight of Mix.

Providing, laying, and compacting Quarry spall for Road side shoulders including spreading in uniform thickness, rolling with vibratory roller 80-100 kN static wt. to proper grade and camber including watering etc. complete

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface poviding and laying a hot applied thermoplastic compound 2.5 mm thick including reflectrorising glass beads @250 gm per sqm area, thickness of 2.5 mm in exluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level,uniform and free from streaks and holes zebra patta/bump pattaline/center line/cut patta.The white colour marking should provide liminance coefficent on cement road shall be min 130 mcd/m^2/lux and Asphalt road shall be min 100 mcd/m^2/lux during the service life during the day time .The marking should meet the performance criteria for night time rreflectivity and skid resistance as mentioned in section -15 of IRC 35-2015 , warranty for retro reflectivity shall be two years.

Cat Eye/ Road Stud/ RPM:- Supplying of moulded Twin shanks Raised pavement markers madde of Polycarbonate and ABS moulded body and reflactive panels with micro prismatic lens ( No Glass bead added) capable of providing total internal reflection of the light entering the distance and shall support a load of 13635 Kgs. tested in accordance to ASTM-D 4380 Type H and complying to specifications of CAtegory - Aof MORTH circular No. RW/NH/33023/10-97-DO in Dt. 11.06.1997, The height, width and length shall not exceed 20mm, 130mm and 130mm and width minimum reflective area of 13.65 Sq.cm on each side and slope to the base shall be 35 +/- 5 degrees. The strength of detachment of the integrated cylindrical shaks (of diameter not less than 19 +/- 2 mm) from the body is to be a minimum valve 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 manufacture's recommandations and the colour of the marker should be as per the IRC 35-2005 and as directed by engineer in charge .

Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50x50x5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-C Type-11 Retro Reflective sheeting

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbolfor each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each legincluding excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheetingfrom original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-C Type-11 Retro Reflective sheeting

Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-C Type-11 Retro Reflective sheeting.

Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phosphating process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-C Type-11 Retro Reflective sheeting

Providing and fixing hectometer as per I.R.C. type design including painting lettering etc. complete fixing in C.C. 1:5:10.

Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete fixing in C.C. 1:5:10

Excavation for foundation up to 1.50 mt depth including sorting out and stacking of useful material and disposing of the excavated stuff up to 50 mt. lead (B) Dense or Hard soil

Providing and laying cement concrete 1:4:8: (1 cement :4 Coarse sand :8 hand brocken stone aggregate 40 mm.nominal size) and curing complete excluding the cost of form work in (A) Foundation and Plinth

Providing and laying rubble pitching of 22.50 cm. thick with filling the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavation and providing water chute of C.C. 1:3:6 at 24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc. complete.

Providing and erecting a 'W' type metal beam crash barrier comprising of 3 mm thick corrugted sheet metal beam rail. 70 cm above road/ground level. fixed on ismc series channel verticle ost 150x75x5 mm spced 2 mt centre to centre, 1.8 mt height , 1.1 mt below ground /road level, with ACM type reflector all steel parts and fitments to be galvanised by hot dip process , all fittings to confirm to I.S 1367 and I.S 1364 , metal beam rail to be fixed on the verticle post with a spacer of channel section 150 x75x5 mm ,330 mm long complete as per clause 810

Poviding Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated technology of following internal diameter. 1200mm dia.

Providing and laying 25 mm thick premix asphalt carpet using 0.66 cmt per 1 MT.mix with M.C. stone agg. & asphalt using asphalt VG-30 of 33.60 kg .ie. 3.36 % D.M.P. & spreading the same by paver finisher with vibratory roller 80 to 100 KN. static wt. incl. providing all equipments tools and plants, fire wood, oil, kerosene, labour charges etc. complete with contractor's own machineries, etc. complete