Upgradation and strengthening of various road streches in Dadra and Nagar Haveli Sayli rakholi road Silly Kuvapada up to Kilvani Chowkipada road Silvassa Umarkui road Ch 4 oblic 0 to 7 oblic 8 km Surangi Amboli Kala road and Vaghchipa road.

Amount

Upgradation & Strengthening for the Road Stretch from Sayli to Rakholi. 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.) - By Mechanical Means In area of light jungle

Earthwork in cutting in hard murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.

Earthwork for embankment with CBR 8% with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T.

Removing asphalt courses by milling machine in layers including transporting the removed materials outside the MbPT Estates complete as directed. (a) For milling depth upto 55mm (b) For subsequent each 5mm depth

Providing, laying, spreading and compacting 200mm thk. [in two equal layer]graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.

Providing and Laying 125 mm thick [in single equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed.

Providing & laying compacted 100mm thick dense graded bituminous macadam (DBM) Grade-5 in two layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing & laying compacted 50mm thick dense graded bituminous macadam (DBM) Grade-5 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and laying 40 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 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 & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.

Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

Road Marking with Hot Applied Thermoplastic Compound with Reflectrorising glass bends on Bituminous Surface. Providing and lating of hot Applied themoplastic compound 2.5mm thick incl reflectorising glass beads @ 250gms per Sqm area thickness of 2.5mm exclusive of surface applied glass beads as per IRQ 35. The finish surface to be level uniform and free from streaks and holes.

Informatory Signs : Providing & fixing sign boards made out of 2 mm aluminium sheet; 80 x 60 cms rectangle as per the design of IRC-67-1997 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1 mt long stand post and frame fabricated from suitable size iron angle of 35x35x3mm 75x75x6 mm as required; painted with best quality epoxy coatings in black and white bends the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at the site shall be in 1:2:4 cc block of size 45 x 45 x 60 cms for each leg including excavation cuting etc. complete under the supervision of engineer in charge. [B] High density Grade

Providing and erecting a 'W' metal double beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 1.5 m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.

Providing & casting in situ controlled cement concrete M 200 for kerb /kerb block including formwork curing and finishing complete( more than 10 ton)

Supplying & fixing reinforced heavy duty non pressure pipe with collars for diversion including setting & jointing the pipes in CM 1: 2 watering and laying ( to level slope) of IS NP3 of internal dia 900

Providing and laying in positions machine mixed Plain ordinary cement concrete M15 grade for leveling course below foundation etc. at other places as directed by Engineer-in-charge with graded broken stone aggregate from 6mm to 40 mm including tamping, vibrating, leveling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools,al lleads and lifts, etc.complete as per specification.

Excavation for foundations in sand, gravel, clay, soft soils, murrum etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated material etc complete as per specification.

Constructuing Manhole with RCC top slab in 1:2:4 mix ( 1 cement : 2 coarse graded : 4 graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix ( 1:cement 3: coarse sand 6: brick bat 40+ 50mm size) inside plastering 15mm thick with cement mortar 1:5 finished with a floating coat of neat cement & making channel in cement concrete 1:2:4 mix finished smooth complete including curing and festing (i) inside size 900mm x 1200mm and 1.5m deep including CI cover with frame size 560mm diameter total weight of cover and frameto be not less than 128kgs (wt of cover 64 kg and wt of frame 64kg) (A) with 230mm thick wall of brick masnory using brick having crushing strength not less than 35kg /sqm in cement mortar 1:5 (2 ) B type depth 1.50m

Providing & fixing ordinary kilometer stone of precast CC 1:2:4 including necessary reinforcement as per IRC type design in CC 1:4;8 including letter & paints etc complete ( for NH SH & MDR)

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,60cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete ( For Median)

Excavation for foundations in sand, gravel, clay, soft soils, murrum etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated material etc complete as per specification.

Providing and laying in positions machine mixed Plain ordinary cement concrete M15 grade for leveling course below foundation etc. at other places as directed by Engineer-in-charge with graded broken stone aggregate from 6mm to 40 mm including tamping, vibrating, leveling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools,al lleads and lifts, etc.complete as per specification.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for RCC covered drain and utility duct foundations , with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and placing in position reinforcement (HYSD Fe 500D grade) conforming to IS 1786 of all categories for RCC covered drain and utility duct including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing & laying liftng hook , horizontal and vertical grating and other necessary apprantus for strom water drain & utility duct as directed by Engineer in charge

supplying & fixing reinforced concrete heavy duty non pressure pipes with collars for culverts carrying heavy traffic as per IS 458:1991 specifications including setting the pipes in CM 1:2 watering and laying (to level) or slopes of class NP3 of 900mm internal diameter

Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 One Cubic Meter

Providing and laying in positions machine mixed Plain ordinary cement concrete M15 grade for leveling course below foundation etc. at other places as directed by Engineer-in-charge with graded broken stone aggregate from 6mm to 40 mm including tamping, vibrating, leveling and curing complete with all formwork, dewatering wherever required including all materials, labours, plants, machineries & tools,al lleads and lifts, etc.complete as per specification.

Providing and filling in foundation with ordinary Cement concrete M-20 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.(more than 10 ton)

Providing & casting in situ ordinary cement concrete M-20 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete with V-Groves.(A) Height from 0.0 M. to 5.0 M.(upto 10 ton)

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 of following internal diameter. (vi) 1200 mm dia.

Providing & laying dry Stone pitiching (each stone weight not less than 40kg)on slope including hand packing, filling joints as directed by the engineer incharge for all lead & lift.

Providing & Fixing Guardstone as per IRC type design including white washing etc complete.Fixing in CC 1:5:10

Providing and placing the reinforcement in designed position, fixing, erecting or lowering in position TMT bars Fe500 D grade conforming to IS1786 for Pipe Encasing etc all categories & depth, at all levels. The rates includes for supply, loading, unloading, transporting to site, cutting, bending, hooking, placing, tying in position with contractor's own black annealed binding wire, welding, etc. Welding and supporting inposition to ensure line sand levels during concreting, maintaining proper cover / spacing, all leads & lifts, etc.including contractor's own equipment, labour, supervisor, taxes, machineries, etc. complete as per drawings and specification. 1) The waste cut pieces and laps shall not be included in the paying quantity. 2) Blackannealedbindingwireshallnotbeincludedinthepayingquantity. 3) The work shall be done as per execution drawing.

Strengthening of rod stretch from Silly Kuvapada Main road upto KILVANI Chowkipada ( Industrial Road) and Silly Main Road Upto Gujarat Border Earthwork for embankment with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T.

Earthwork for embankment with CBR 8% with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T.

Providing, laying, spreading and compacting 100mm thk. [in single equal layer]graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.

Providing, laying, spreading and compacting 200mm thk. [in two equal layer]graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.

Providing and Laying 100 mm thick [in single equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed.

Providing & laying compacted 65mm thick dense graded bituminous macadam (DBM) Grade-5 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing & laying compacted 100mm thick dense graded bituminous macadam (DBM) Grade-5 in Double layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and laying 40 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 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 & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.

Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

Road Marking with Hot Applied Thermoplastic Compound with Reflectrorising glass bends on Bituminous Surface. Providing and lating of hot Applied themoplastic compound 2.5mm thick incl reflectorising glass beads @ 250gms per Sqm area thickness of 2.5mm exclusive of surface applied glass beads as per IRQ 35. The finish surface to be level uniform and free from streaks and holes.

Informatory Signs : Providing & fixing sign boards made out of 2 mm aluminium sheet; 80 x 60 cms rectangle as per the design of IRC-67-1997 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1 mt long stand post and frame fabricated from suitable size iron angle of 35x35x3mm 75x75x6 mm as required; painted with best quality epoxy coatings in black and white bends the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at the site shall be in 1:2:4 cc block of size 45 x 45 x 60 cms for each leg including excavation cuting etc. complete under the supervision of engineer in charge. [B] High density Grade

Providing and erecting a 'W' metal double beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 1.5 m center to center, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. AS per RA

Providing & casting in situ controlled cement concrete M 200 for kerb /kerb block including formwork curing and finishing complete( more than 10 ton)

Clearing and grubbing road land including uprooting tank, vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials to be used of auctioned up to 1000 meters including removal of top organic soil not exceeding 150 mm in thickness.

Marking out the center line of the Bridge and various other component structures and complete lining out and leveling with theodolite , levels,including constructing necessary masonory pillars for lines and levels and establishing nesessary bench

Dismantling the existing structure including removing and stacking the dismantled material for all lead as directed.

Dismantling the existing structure including removing and stacking the dismantled material for all lead as directed.

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

Finishing substructure. superstructure with weather prrof exterior emulsion paint on all surface ( two coats ) to give an required shape even shade after throughly brushing the surface to remove all dirts and remains of loose pawder materials etc complete.

Excavation for foundations in sand, gravel, clay, soft soils, murrum etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated material etc complete as per specification. Up to 1.5m depth

Excavation for foundations in large boulders and soft rock by wedging including dewatering, shoring, strutting, depositing the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.

Providing and filling PCC in foundation with ordinary cement concrete M15 grade and providing necessary pin headers including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for retaining walls foundations , Toe walls with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in Box Culvert and retaining wall with 20/40mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work of Approach Slab with 20/40mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and casting in-situ controlled cement concrete of M30 grade for average 75 mm thick wearing coat laid as directed with 20mm down coarse aggregate of the required size including formwork, placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.

Providing and casting in -situ controlled cement concrete of M 40 grade for RCC crash Barrier with 20 mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidation with mechanical vibrators curing finishing, deshuttering carefully, marking good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and formwork as directed by Engineer - in -charge, etc.

Providing and placing in position reinforcement (HYSD Fe 500D grade) conforming to IS 1786 of all categories for retaining wall, Box Culvert and Toe wall including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing and placing in position reinforcement (HYSD Fe 500D grade) conforming to IS 1786 of all categories for super structure,approach slab,wearing coat and crash barrier including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing Weep holes in RCC abutment and retaining wall with 100 mm dia AC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification.

Providing, fabricating and fixing in position PVC Drainage Spout arrangements having 100 mm dia. with necessary bend, fixing to chamber, iron grating, providing and applying one coat of primer & two coat of anticorrosive paint, etc. complete as per drawing and as per specifications.

Providing and fixing marble slab including engraving letters / numbers, painting complete. Size 75cm x 60cm x 40cm.

Providing & laying in position,finshing ISA angles, MS Flat Lugs,lifting hooks, Tar paper bearing,Filled With Coarse Sand & Bitumen Mixture (Typ.) (6% By Weight). etc all complete as directed by Engineer-in-charge.

Providing & laying dry Stone pitiching of 450mm/600mm thick (each stone weighing not less than 40kg) including hand packing and filling in the interstices with quarry-spalls as directed by the engineer incharge for all lead & lift.

Providing & filling in Toe wall for rubble pitching with ordinary cement concrete M15 grade and providing necessary pin headers including formwork vibrating, ramming, compaction levelling curing etc. complete.

Providing Diversion of road near about 5.5 to 7.5m widethe site of works including providing coffer dam and bund or island as may be necessary for foundation and maintaining the same may be necessary up to completion of the work including providing earth work cutting and filling collection & carting of quarry spoils dust with spreading & rolling etc. complete including providing and laying of R.C.C. drainage pipe of suitable diameter as required and as directed by the Engineer in charge.

Providing Vertical Joints - Pre-moulded asphalt filler joints as per drawings.(A) 12mm

Strengthening & Wiedning Of Silvassa Umarkui Road (CH 4/0 To 7/5 Km) Earthwork in cutting in soft murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.

Earthwork in cutting in hard murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.

Earthwork in cutting in Rock incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.

Earthwork for embankment with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T.

Earthwork for embankment with CBR 8% with available earth with in land width including breaking clods, dressing with all lead & lift and including watering, rolling & consolidation of subgrade in layers at OMC to required dry density including filling the depression which occur during the process using power roller 8T to 10T.

Providing, laying, spreading and compacting 280 mm thk. graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.

Providing and Laying 250 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed.

Providing & laying compacted 60 mm thick dense graded bituminous macadam (DBM) Grade-2 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and laying 40 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 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 & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc. complete.

Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

Road Marking with Hot Applied Thermoplastic Compound with Reflectrorising glass bends on Bituminous Surface. Providing and lating of hot Applied themoplastic compound 2.5mm thick incl reflectorising glass beads @ 250gms per Sqm area thickness of 2.5mm exclusive of surface applied glass beads as per IRQ 35. The finish surface to be level uniform and free from streaks and holes.

Informatory Signs : Providing & fixing sign boards made out of 2 mm aluminium sheet; 80 x 60 cms rectangle as per the design of IRC-67-1997 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1 mt long stand post and frame fabricated from suitable size iron angle of 35x35x3mm 75x75x6 mm as required; painted with best quality epoxy coatings in black and white bends the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at the site shall be in 1:2:4 cc block of size 45 x 45 x 60 cms for each leg including excavation cuting etc. complete under the supervision of engineer in charge. [B] High density Grade

Type A W Metal Beam Crash Barrier ( Providing and erecting a "W" metal crash barrier comprising 3mm thick corrugated sheet metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre , 1.8m high, 1.1 m below ground/road level all steel parts and fitments to be galvanized by hot dip process all fittings to conform to IS:1367 and IS 1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm , 330 long complete as per clause 810

Re-asphalting work to Surangi - Amboli - Kala Road. (Ch. 0/0 to 6/2) Dismantlingtheexistingstructureincludingremovingandstackingthedismantledmaterialforallleadasdirected..RCCWORKS

Providing,laying,spreadingandcompacting200mmthk.[intwoequallayer]gradedstoneaggregatematerialinsubbasecoursemixinginamechanicalmixplantatOMC,carriageofmixmaterial,spreadinginuniformlayerswithmotorgraderforsubbaseincludingspreadingofstonedusttofillupvoidsonthesurfaceandwateringcompactingwitvibratoryrollertoachieveCBRvaluenotlessthan30asperMORTHandthedesireddensity(asperdesignedmixdetermineddensity)includingallmaterials,labour,machinery.etc completed.

ProvidingandLaying250mmthick[intwoequallayer]ofwetmixmacadamofusingmachinecrushedchipsasperrequiredgradationmixingwithrequiredoptimumquantityofwaterconvetingthemixtositeandamberwithmechanicallypaver,consolidationwithvibratoryroadrollingincludingmaterials.etccompletedasdirected by Engineer In charge.

Providing,Applying,EvenlyPrimingTackCoatonWMMsurfacewithEmulsionSS1@9Kg/10M2includingcostasphalt,heatingandthecostofsprayinguniformlycomplete as directed.

Providing&layingcompacted65mmthickdensegradedbituminousmacadam(DBM)Grade-5inSinglelayerusing100-120TPHbatchtypeHMPproducinganaverageoutputof75tonnesperhour,tackcoatattherateof2.5kg/10m2ineachusingcrushedaggregatesofspecifiedgrading.premixedwithbituminouscontent@4.5%(VG-40)byweightoftotalmixandfiller,transportingthehotmixtoworksitelayingwithahydrostaticpaverfinisherwithsensorcontrolwithminimumroadwidthorasdirectedbyEngineerinhargetotherequiredgrade,levelandalignment,rollingwithsmoothwheeledvibratoryandtandemrollerstoacheivethedesiredcompactionasperMORT&Hspecificationetccompleteinallrespects.TheagencyshallhavetogetthemixdesigndonefromapprovedlaboratoryandsubmittotheEngineerinchargeforapproval.Iftheasphalt(bituminous)contentismorethanabove,theagencyshallhavetobearthecostofadditionalasphalt.Thepaymentshallbedoneonthepermissiblefielddensityachievedonthesiteinsteadofdensityderievedinthemix design.

Providingandlaying40mmThickBituminousConcreteusingcrushedstoneaggregateBTchipsasperrequiredgradationandusingemulsionasphaltasatckcoat@2.5kg/10sq.mandtheVG-40gradeasphaltat5.40%(i.e.54kg/MT)bytotalweightofmixhotlaidprocessusingdrummixplantincludingheatingandmixingasphalt&materialsbydrummixprocesstransportingthemixandlayingbypaverfinisherincludingconsolidationwithvibratoryroller&PTRincludingcostofmateriallabourmachinaryequipmentandfuel,oil.Lubricantforplantandmachinaryusingcontractor'sownplantandmachinanesetccomplete.TheagencyshallhavetogetthemixdesigndonefromapprovedlaboratoryandsubmittotheEngineerinchargeforapproval.Iftheasphalt(bituminous)contentismorethanabove,theagencyshallhavetobearthecostofadditionalasphalt.Thepaymentshallbedoneonthepermissiblefielddensityachievedonthesiteinsteadofdensity derieved in the mix design.

ProvidingandapplyingAsphaltPaintingonpaverfinishsurfacewithbitumenofVG-40attherateof6.0kg./10.00Sq.m.usinghotstraightrunbitumenincludingheatingthebitumen,spreadingthebitumenwithmechanicallyoperatedsprayunitfittedonbitumenboiler,includingpreparingsurfacebybrushingwithwirebrushesforremovingcakedmudetc.sweepingwithbroomsandfinallyfanningthecleanedsurfacewithgunnybagstoremoveallloseetc.andspreadingofstonedustonpaintedsurfaceattherateof0.08Cu.m/10Sq.m.including, cleaning etc. complete.

SupplyingandFixingCatEye(Stimsonite)madeoutofAcrilobeautilesterineinjectionhighcompressedmouldingwithreflectormadeoutofMMC(Prismatictypesize12cmX6cmX2.5cm)providedwiththebitumenousadhesive100gwitheachunit for fixing (Engineer Grade)

RoadMarkingwithHotAppliedThermoplasticCompoundwithReflectrorisingglassbendsonBituminousSurface.ProvidingandlatingofhotAppliedthemoplasticcompound2.5mmthickinclreflectorisingglassbeads@250gmsperSqmareathicknessof2.5mmexclusiveofsurfaceappliedglassbeadsasperIRQ35.Thefinishsurfacetobeleveluniform and free from streaks and holes.

InformatorySigns:Providing&fixingsignboardsmadeoutof2mmaluminiumsheet;80x60cmsrectangleasperthedesignofIRC-67-1997pretreatedwithphosphetingprocess&acidteching;coatedwithonecoatofepoxyprimerandtwocoatsofbestqualityepoxypaint;reflectorisedwithretrorefiectivesheetingasperlatestM.O.S.T.specifications;3.1mtlongstandpostandframefabricatedfromsuitablesizeironangleof35x35x3mm75x75x6mmasrequired;paintedwithbestqualityepoxycoatingsinblackandwhitebendsthedetailsofsymbolforeachboardshalldetailsofsymbolforeachboardshallbeasprtheinstructionofengineerincharge. The fixing at the site shall be in 1:2:4 ccblockofsize45x45x60cmsforeachlegincludingexcavationcutingetc.completeunderthesupervisionofengineer in charge. [B] High density Grade

Providingandcastingin-situcontrolledcementconcreteofM40gradeforRCCcrashBarrierwith20mmdowncoarseaggregateoftherequiredsizeincludingformwork,shuttering,placinginposition,consolidationwithmechanicalvibratorscuringfinishing,deshutteringcarefully,markinggoodthedamages,fixingembedment,inserts,pockets,wherevernecessaryasdirectedandasperdrawingwithF3typeexposedconcretefinishandformworkasdirectedbyEngineer-in-charge, etc. complete as per specification. Refer Rate

Providingandplacinginpositionreinforcement(HYSDFe500Dgrade)conformingtoIS1786ofallcategoriesforsuperstructure,approachslab,wearingcoatandcrashbarrierincludingcutting,bending,hookingandtyingwith18gaugemildsteelbindingwires,supportinginpositiontoensurelinesandlevelsduringconcreting,maintainingpropercover/spacingetc.completeasperspecificationand detailed drawing.

Finishingsubstructure.superstructurewithweatherprrofexterioremulsionpaintonallsurface(twocoats)togiveanrequiredshapeevenshadeafterthroughlybrushingthesurfacetoremovealldirtsandremainsof loose pawder materials etc complete.

Strengthening of Vaghchhipa Road Earthwork in cutting in soft murrum incl. preparing the slope and camber and stacking or utilising the cutting stuff in bank as and where directed from the end of cutting with all required lead and lift as directed by engineer-in-charge.

Providing, laying, spreading and compacting 200mm thk. [in two equal layer]graded stone aggregate material in sub base course mixing in a mechanical mix plant at OMC , carriage of mix material, spreading in uniform layers with motor grader for sub base including spreading of stone dust to fill up voids on the surface and watering compacting with vibratory roller to achieve CBR value not less than 30 as per MORTH and the desired density (as per designed mix determined density) including all materials, labour, machinery.etc completed.

Providing and Laying 200 mm thick [in two equal layer] of wet mix macadam of using machine crushed chips as per required gradation mixing with required optimum quantity of water conveting the mix to site and camber with mechanically paver, consolidation with vibratory road rolling including materials. etc completed as directed by Engineer In charge.

Providing, Applying, Evenly Priming Tack Coat on WMM surface with Emulsion SS1 @ 9 Kg/10 M2 including cost asphalt, heating and the cost of spraying uniformly complete as directed.

Providing & laying compacted 50mm thick dense graded bituminous macadam (DBM) Grade-5 in Single layer using 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour, tack coat at the rate of 2.5 kg / 10 m2 in each using crushed aggregates of specified grading . premixed with bituminous content @ 4.5% (VG-40) by weight of total mix and filler , transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control with minimum road width or as directed by Engineer in charge to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers to acheive the desired compaction as per MORT&H specification etc complete in all respects. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and laying 50 mm Thick Bituminous Concrete using crushed stone aggregate BT chips as per required gradation and using emulsion asphalt as a tack coat @ 2.5 kg / 10 sq.m and the VG-40 grade asphalt at 5.40 % (i.e. 54 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 & PTR including cost of material labour machinary equipment and fuel, oil. Lubricant for plant and machinary using contractor's own plant and machinanes etc complete. The agency shall have to get the mix design done from approved laboratory and submit to the Engineer in charge for approval. If the asphalt (bituminous) content is more than above, the agency shall have to bear the cost of additional asphalt. The payment shall be done on the permissible field density achieved on the site instead of density derieved in the mix design.

Providing and applying Asphalt Painting on paver finish surface with bitumen of VG-40 at the rate of 6.0 kg./10.00 Sq.m. using hot straight run bitumen including heating the bitumen, spreading the bitumen with mechanically operated spray unit fitted on bitumen boiler, including preparing surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all lose etc. and spreading of stone dust on painted surface at the rate of 0.08 Cu.m/10 Sq.m. including, cleaning etc.

Supplying and Fixing Cat Eye (Stimsonite) made out of Acrilo beautile sterine injection high compressed moulding with reflector made out of MMC (Prismatic type size 12cm X 6cm X 2.5cm) provided with the bitumenous adhesive 100g with each unit for fixing (Engineer Grade)

Road Marking with Hot Applied Thermoplastic Compound with Reflectrorising glass bends on Bituminous Surface. Providing and lating of hot Applied themoplastic compound 2.5mm thick incl reflectorising glass beads @ 250gms per Sqm area thickness of 2.5mm exclusive of surface applied glass beads as per IRQ 35. The finish surface to be level uniform and free from streaks and holes.

Informatory Signs : Providing & fixing sign boards made out of 2 mm aluminium sheet; 80 x 60 cms rectangle as per the design of IRC-67-1997 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. specifications; 3.1 mt long stand post and frame fabricated from suitable size iron angle of 35x35x3mm 75x75x6 mm as required; painted with best quality epoxy coatings in black and white bends the details of symbol for each board shall details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at the site shall be in 1:2:4 cc block of size 45 x 45 x 60 cms for each leg including excavation cuting etc. complete under the supervision of engineer in charge. [B] High density Grade

M/s Bitcon India Infrastructure Developers Pvt.Ltd.