Construction Of Major Bridge On Modpar Kalyanpur Jashpar Road, Dwarka, Ta.:Dwarka, Dist.: Dwarka. (First Attempt)

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

Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete M15.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing & Pedestal of abutment, pier, return wall, etc with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, 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 M35 grade for RCC work in pier cap, dirt wall etc with 20mm 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 F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and casting in situ controlled cement concrete M35 for R.C.C. work in super structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A) RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification. For RCC Solid Slab

Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and casting in-situ controlled cement concrete of M35 grade for approach slab with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and casting in-situ controlled cement concrete of M40 grade for 75 (Avg.) 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 filling in foundation with ordinary cement concrete M10 grade and providing necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing of Retaining wall with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, 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 M35 grade for RCC Retaining wall with 20mm down coarse aggregate of the required size including formwork, shuttering, 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 F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. Height upto 5m

Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Class C Type - 4 ..............

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction 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.(C) Class C Type - 4 ..............

Providing and fixing '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 channel vertical post 150mm x 75m x 5mm size erected at 1.5Mt. 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 chsnnel section 150x75x5 mm,330mm long complete as per clause 810.

Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete.

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 or slope) of I.S. class NP3 of following internal diameters. 1200 mm

Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 120cm x 90cm 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-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post (2 Nos.) 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 or inscription / numerals 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-B Type-4 Retro Reflective sheeting

Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 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-4 as per AST D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB 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-B Type-4 Retro Reflective sheeting

Total…

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad

STEEL CONSUMPTION STATEMENT

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating bar conforming to IS 1786 of all categories for following items of various components 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. For Foundation in Pier, Return wall, Abutment, returns, counterfort, pier cap, dirt wall, RCC Solid SLab, RCC Crash barrier, approach slab, wearing coat, Footpath, Kerb, Retaining Wall Footing, Retaining Wall, Median Kerb etc.

Total…

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad

ASPHALT CONSUMPTION STATEMENT

Providing and Laying of 37.5 mm thick Compacted Built up Spray Grout with B.T. Aggregates as per required gradation & using bitumen Grade VG-30 of Mixing with aggregates @ 1.99% i.e. 19.90 Kg./M.T. including 4.0 KG / 10 Sq.mt Emulsion RS1 Tack Coat of total mix including heating & mixing , transporting spreading the same with paver finisher & consolidation with vibratory roller including necessary fire wood oil, lubricant, labour charges etc. using contractor own drum mix plant & equipment tools etc. complete in accordance with the requirement of specification

Providing and Laying 50 mm thick (Compacted) Bituminous Macadam in single layer on the existing B.T. surface using stone chips as per gradation and using Bitumen Emlusion RS1 for tack coat 2.50 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-30 Grade by using stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by continous batching Drum Mix Plant and spereading by paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour charges etc. complete.

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ) TYPE A

Total…

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad

EMULSION (SS-1) CONSUMPTION STATEMENT

Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface using mechanical brooms.

Total…

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad

EMULSION (RS-1) CONSUMPTION STATEMENT

Emulsion Rs-1 for 37.50 mm thick bituminous groutin (BUSG)

Emulsion Rs-1 for 50.0 mm thick B.M.

Total…

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad

BILL OF QUANTITIES

Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, sapling and trees girth up to 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. By mechanical means in area of light jungle

Providing flood gauge marks on substructure as per design including painting complete.

Providing and laying filter media 600mm thick as directed at the back of abutments, returns walls, retaining wall, etc as per technical specifications.

Providing Weep holes in RCC abutment and retaining wall with 100mm dia PVC 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 and filling sand behind abutments and between returns in layers as directed.

Excavation for foundations for Piers, Abutment in hard murrum and boulders and very stiff or sticky, clays and other similar strata including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. Depth upto 3.0 m below GL

Excavation for foundations for Piers, Abutment in large boulders and soft rock etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. Depth upto 3.0 m below GL

Excavation for foundations Piers, Abutment in hard rock by dry - wet blasting and chiseling including dewatering, preparing foundation base by proper benching and stepping, deposing the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. Prohibited Blasting

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

Providing and filling in trenches of excavation in rocky strata with ordinary cement concrete M15.

Providing and fixing Mid Steel dowel bars of 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 drawing and as directed.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing & Pedestal of abutment, pier, return wall, etc with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, 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 High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 550D grade) with fusion bonded epoxy coating bar conforming to IS 1786 of all categories for following items of various components 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. For Foundation in Pier, Return wall, Abutment, returns, counterfort, pier cap, dirt wall, RCC Solid SLab, RCC Crash barrier, approach slab, wearing coat, Footpath, Kerb, Retaining Wall Footing, Retaining Wall, Median Kerb etc.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in piers, abutments, returns, counterfort etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, 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 F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (a) Height from 0 to 5m

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in pier cap, dirt wall etc with 20mm 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 F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and casting in situ controlled cement concrete M35 for R.C.C. work in super structure including centering, shuttering scaffolding, ramming, vibrating curing and finishing complete. (A) RCC Solid SLab with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification. For RCC Solid Slab

Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer-in-charge

Providing and laying TAR paper below solid slab

Providing and casting in-situ controlled cement concrete of M40 grade for RCC Crash barrier with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.

Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.

Providing and casting in-situ controlled cement concrete of M35 grade for approach slab with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and casting in-situ controlled cement concrete of M40 grade for 75 (Avg.) 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 PVC 100mm diameter water spouts including necessary grating as per drawings.

Providing and fixing marble slab including engraving letters / numbers, painting complete. Size 75cm x 60cm x 4cm

Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. Diversion by channel

Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base reinforcement of having minimum tensile strength 30kN/m & 40 Kn/m in the longitudinal and transverse direction and confirming to MORTH specifications 703, laid in layers below approach slab, above or in WMM layer of flexible pavement, etc. with all necessary tools to complete the work as per drawing.

Earth work for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. From borrow pits within land width

Earth work for embankment for SUBGRADE with CBR 8% including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification.

Box cutting the road surface to proper slope and chamber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50m lead.

Providing, laying, Granular sub base in required layer by providing Coarse graded material Grading -VI using B.T.M.C. metal (CBR more than 30 % ) as per Table 400-1 of MORT&H gradation including conveying the materials at site of work, mixing and spreading in to grade and camber, watering and consolidating at OMC with vibratory roller including the cost of materials, labours etc. complete, as per MoRTH (5th Revision) Specification Clause 401

Providing and laying compacted WBM 150 mm thick of grading I , B.T.M.C.metal of size of size 45 to 90 mm in required layers including using 22% stone screening 13.20 mm size and 7% stone dust as filler including spreading watering and consolidation by vibratory roller etc complete. (RA)

Providing and Laying of 37.5 mm thick Compacted Built up Spray Grout with B.T. Aggregates as per required gradation & using bitumen Grade VG-30 of Mixing with aggregates @ 1.99% i.e. 19.90 Kg./M.T. including 4.0 KG / 10 Sq.mt Emulsion RS1 Tack Coat of total mix including heating & mixing , transporting spreading the same with paver finisher & consolidation with vibratory roller including necessary fire wood oil, lubricant, labour charges etc. using contractor own drum mix plant & equipment tools etc. complete in accordance with the requirement of specification

Providing and Laying 50 mm thick (Compacted) Bituminous Macadam in single layer on the existing B.T. surface using stone chips as per gradation and using Bitumen Emlusion RS1 for tack coat 2.50 Kg./10 Sqmt. on B.T. surface and 34 Kg. i.e. 3.40% 1 M.T. of mix VG-30 Grade by using stone chips as per MOSRT&H specification inclduing heating asphalt and aggregates by Drum Mix Plant and spereading by paver finisher including consolidation with vibrato roller and providing, operating plant machineries, equipment, tools, plants, oil fire wood, keresone and all labour charges etc. complete.

Providing and laying 25mm thick S.D.B.C. using stone chips dust as per gradation and using bitument at rate of 50.00 Kg / M.T. using stone chips as per M.O.R&TH specification including heating the asphalt VG-30 Grade and aggregates by Drum Mix Plant and spreading the same by paver finisher including consolidation with Vibrator Roller and providing, operating plant machineries, equipment, tools, plants, oil, fire wood, kerosene and all labour charges etc. complete.

Providing and filling in foundation with ordinary cement concrete M10 grade and providing necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for footing of Retaining wall with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, 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 M35 grade for RCC Retaining wall with 20mm down coarse aggregate of the required size including formwork, shuttering, 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 F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. Height upto 5m

Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting process & acid teching; coated with one coat of epoxyprimer and two coats of best qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the supervision of engineer in charge.(A) Class C Type - 4 ..............

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-1977. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 x 6mm as required; painted with bestquality epoxy coatings in black andwhite bends. The details of symbol foreach board shall be as per theinstruction 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.(C) Class C Type - 4 ..............

Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding 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 Patta lane/Centre line/ edge line/ Cut patta. The White color marking should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC-2015 Warrenty For Reflectivity shall be Two Year.

Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with MIcro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Ci,cular No RW/NH/33023/10-97- DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and andd slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is ro be a ninimum value of 500 Kgf: Fixing will be by drilling holes on the road for the Shanks to go inside, Without nails and using epoxy resin based adhesive as per manufacrurer's recommendation and The color of the marker should be as per he IRC 35-201S and as directed by Engineer-In-charge.

Providing and fixing '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 channel vertical post 150mm x 75m x 5mm size erected at 1.5Mt. 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 chsnnel section 150x75x5 mm,330mm long complete as per clause 810.

Providing and laying 200 mm thick Granular Sub base in required layer by providing Coarse graded material Grading-II using B.T.M.C. Metal, crushed stone aggregate 26.5mm to 4.75mm at 75% and below 2.36mm at 25% having CBR not less than 25% as per Table 402 of MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to grade and camber, watering and consolidation at OMC with vibratory roller including the cost of materials, labours etc. complete.

Providing and laying 200 mm thick Granular Sub base laying in required layer by providing coarse graded material Grading-I using B.T.M.C. Metal 53mm to 26.5mm @ 35%, aggregate 26.5 to 4.75mm @ 45% and below 2.36mm @ 20% having CBR not less than 30% as per Table 402 of MORT&H gradation including leveling the materials at the site of work, mixing & spreading in to grade and camber, watering and consolidation at OMC with vibratory roller including the cost of materials, labours etc. complete.

Providing and applying PRIMER COAT with SS1 Emulsion using emulsion pressure distributor at the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface using mechanical brooms.

Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates using penetration grade bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. ) TYPE A

Providing & Laying Earth for Side Shoulder including spreading, watering & consolidation by vibratory roller etc. complete

Providing and casting in situ ordinary cement concrete M10 for RCC Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete.

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 or slope) of I.S. class NP3 of following internal diameters. 1200 mm

Men at work (Heavy) sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 120cm x 90cm 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-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6 mtr long stand post (2 Nos.) 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 or inscription / numerals 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-B Type-4 Retro Reflective sheeting

Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 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-4 as per AST D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB 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-B Type-4 Retro Reflective sheeting

Dismantling the existing structure including removing and stacking the dismantled material for all lead as directed. by Engineer-in-Charge Masonary Works

Total…

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of the estimated rate mentioned above. Amount of my /our tender works out as under.

* Estimated Amount

put to tender

Deduct :…………% Below

In Words ……………………………………

* (Please strike out whichever is not applicable).

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.

The amount of credit for dismentalled materials at Rs.1084738.13 Shall be deducted from R.A. Bills.

Deputy Executive Engineer

R & B (Panchayat) Sub Division

Bhanvad