| 1 | 1 | Sub Heading 1 | | | |
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| 2 | 1.01 | Clearing and grabbing of road length including up rooting vegetable grass, bush, shrubs, saplings and threes of girth up to 300 mm removal of stumps, disposal of unserviceable material and stacking of serviceable material to 100 Mt. From road boundary as per most specification clause 201 in (C) Area of light jungle. | item1 | 11.6 | Hacter |
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| 3 | 1.02 | Scarifying graveled macadam or bitumen macadam surface 6 cm. To 10 cm. Depth including stacking useful materials on road side and disposing of remaining stuff. | item2 | 32063 | SqM |
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| 4 | 1.03 | Box cutting the road surface to proper slop and camber for making a base of road work including removing the excavated stuff and depositing on the road side slope as directed upto50 mts, lead. | item3 | 37583 | Cum |
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| 5 | 1.04 | Earth work in cutting in all sorts of soil and soft murrum including conveying and spreading the stuff in embankment as and where directed within a 200 meter from the end of cutting with al required lead and lift (C) Above 400 Meters upto 500 Meters. | item4 | 18903.6 | Cum |
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| 6 | 1.05 | Earthwork for embankment including breaking clods, dressing with all lead and lift including watering, rolling, and consolidation of sub grade in layer and consolidation of sub grade in layers at O.M.C. to required dry density including filling the depressions which occur during the process using power roller 8 t to 10 t (C) from borrow area within 1.0 km Lead | item5 | 8645 | Cum |
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| 7 | 1.06 | Rolling & watering of earthwork in layers with power roller including filling in depressions which occur during the process. | item6 | 56487 | Cum |
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| 8 | 1.07 | Providing and laying spreading and compacting 200 mm thick sub grade layer using Earthwork for embankment of approved quality C.B.R. not less than 16% and confirming to technical specification including mixing the material at OMC at site & spreading in uniform layer and complted. | item7 | 21087 | Cum |
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| 9 | 1.08 | Construction of 150 mm thick compacted Granular sub base ( Grade-I , Crushed B T materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to 4.75 mm @ 45 %, Below 2.36 mm @ 20 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401. | item8 | 9870 | Cmt. |
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| 10 | 1.09 | Construction of 150 mm thick compacted Granular sub base ( Grade-II , Crushed B T materials of 26.5 mm to 9.5 mm @ 35 %, 9.5 mm to 2.36 mm @ 25 %, Below 2.36 mm @ 40 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401 | item9 | 9156 | Cum |
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| 11 | 1.1 | Providing and Laying compacted W.B.M. 100 mm thick of machine crushed B.T. metal of size 40 to 63 mm including spreading using 25 % sand as filler in one layers of 150 mm including spreading, watering and consolidation using vibratory roller etc. complete. | item10 | 5286 | Cum |
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| 12 | 1.11 | providing and laying spreading and compacting machine crushed black trap stone aggregate 150 mm thick wet mix macadam in the material with water to OMC in mechanically mix (pug mill) carriage of mix material by tipper to site laying, spreading and compacting in sub base, base course on well prepared under base of compacting with power vibrator roller to achieve the desired density ( Mechanically laid) | item11 | 11492 | Cum |
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| 13 | 1.12 | Providing and laying evenly Priming coat using low viscocity liquid bituminious Emulsion (SS-1)of IS 8887 materials at the rate of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials | item12 | 17434 | SqM |
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| 14 | 1.13 | providing and laying 37.5 mm thick compacted Bituminous Macadam using B.T. chips ( As per MOST required gradation) and mixing binder asphalt grade VG-30 at the rate of 3.4 % by total weight of premix emulsion asphalt for tack coat @ 2.5 kg / 10sq.m. and mixing by contractor own Batch mix plant & machinery process and consolidation with vibratory roller etc. and providing and operating plant & machinery fuel, oil, lubricant, cost of all materials and labour charges including flushing stone dust as directed etc... complete. | item13 | 9511 | MT |
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| 15 | 1.14 | providing and laying 50 mm thick compacted Bituminous Macadam using B.T. chips ( As per MOST required gradation) and mixing binder asphalt grade VG-30 at the rate of 3.4 % by total weight of premix asphalt and mixing by contractor own Batch mix plant & machinery process and consolidation with vibratory roller etc. and providing and operating plant & machinery fuel, oil, lubricant, cost of all materials and labour charges including flushing stone dust as directed etc... complete. | item14 | 11633 | MT |
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| 16 | 1.15 | Providing and laying 25 mm thick Semi dense Bituminous Concrete using B.T. Chips as per required gradation by drum mix hot laid process and asphalt of grade (VG-30) for mixing 5 % by total weight of premix. including heating the asphalt and aggregates by Contractor's own Contineous Batch mix plant & Machinery, transporting the mix and spreading the same with paver finisher and consolidation with power roller of 8 to 10 T including providing and laying uniformly tack coat, oprating plant & Machinery equipment including cost of all materials asphalt, aggregates, fuel, oil, lubricants, labour charges and flushing of stone dust etc... complete. | item15 | 6081 | MT |
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| 17 | 1.16 | Providing and laying of Hard murrum 50mm to 150mm size spreading Blindage of road Crust Filling the gaps in Metal and Levelling to camber and gradient as directed of Engineer Incharge With All Lead & Lift. | item16 | 3874 | CMT |
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| 18 | 1.17 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 53 grade cement @ 410 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) | item17 | 1876 | CMT |
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| 19 | 1.18 | Dry Lean Cement Concrete Sub- base : Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | item18 | 153 | CMT |
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| 20 | 1.19 | Providing and fixing overhead high intensity grade retro reflective Informatory / Destination Boards 6 (Six) Nos. made out of 2mm aluminium sheet; size 180x120 cms rectangle as per the design of IRC-67-1977. Pre-treated with Phospheting process and acid-etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, reflectorised with retro reflective sheeting as per latest MOST specifications. Letters and numerals should be as per IRC-30-1968. The details of symbol of inscription/ numerals for each board shall be as per the instruction of engineer in charge. The boards shall be mounted on high level over head type portal frame (Gantry) made out of MS section of suitable size as per detailed drawing / design including cost of erection and painting. | item19 | 2 | No. |
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| 21 | 1.2 | Providing and fixing High Intensity Grade Cautionary Warning Sign Board made out of 2mm aluminium sheet, size 90 x 90 x 90 cms equilateral triangle, as per the design of IRC-67-1977. Pre treated with phospheting process and acid etching coated with one coat of epoxy primer and two coats of best quality epoxy paint, refloctrorized with retro reflective sheeting as per the latest M.O.S.T. specification, 3.1 Mt. long stand post and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm; painted with best quality epoxy coating 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 block of 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. (A) Class-C type-11 Retro Reflective sheeting.\n | item20 | 36 | No. |
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| 22 | 1.21 | Providing and fixing high intensity grade Village name / Bump ahead sign board made out of 2mm aluminium sheet; size 90 x 60cms rectangle, as per the design of IRC-67-1977 pre treated with phospheting process and acid etching coated with one coat of epoxy primer and two coats of best qualtiy epoxy paint, refloctrorized with retro reflective sheeting as per the latest M.O.S.T. specification, Letters and numerals should be as per IRC-30-1968. 3.1 Mt. long stand post and frame fabricated from suitable size iron angle of 50x50x5 mm ; painted with best quality epoxy coating in black and white bends. The details of symbol or inscription/numarals for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC block of 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. (A) Class-C type-11 Retro Reflective sheeting | item21 | 24 | No. |
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| 23 | 1.22 | 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white 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. 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. (A) Class-C Type-11 Retro Reflective sheeting | item22 | 10 | No. |
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| 24 | 1.23 | 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 Micro 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 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting | item23 | 32 | No. |
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| 25 | 1.24 | Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting | item24 | 92 | No. |
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| 26 | 1.25 | Tree guard sign board :-Providing & fixing sign board made out of 2mm aluminium sheet / 3mm ACP \n(Aluminum composite Panel) , size 30cms diameter circle, pretreated with phospheting process and acid \netching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised \nwith retro reflective sheeting as per latest M.O.S.T. specifications. A warranty for 10 years for the Retro \nreflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report \nfrom third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 \nRetro Reflective sheeting | item25 | 100 | No. |
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| 27 | 1.26 | Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm 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/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt 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 the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. | item26 | 1371 | Sqm |
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| 28 | 1.27 | Cat Eye / Road Stud / RPM: Supplying of Molded 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 Circular 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 the 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 to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge. | item27 | 1079 | No. |
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| 29 | 1.28 | Providing and fixing 5th kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete. | item28 | 6 | No. |
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| 30 | 1.29 | Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete. | item29 | 26 | No. |
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| 31 | 1.3 | Providing and fixing Hectometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:5:10 including painting and lettering etc. complete. | item30 | 129 | No. |
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| 32 | 1.31 | Providing and fixing Indicator stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:5:10 including painting and lettering etc. complete. | item31 | 805 | No. |
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| 33 | 1.32 | Providing and fixing guard stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:5:10 including white washing etc. complete. | item32 | 1220 | No. |
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| 34 | 1.33 | Providing Crash barrier including ISMB 150 section 2.5 meter C/C 1:5 meter in length and W shape GI 3 mm plate in single rows including providing 1:5:10 PCC and 1:2:4 for RCC work steel reinforcement etc.. as per detailed drawing providing and fixing with nuts & bolts welding as required and one coat of redoxide and two coat of approved oil paint etc. complete. | item33 | 1140 | Rmt |
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| 35 | 1.34 | Hazard marker Sign:\nHazard 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 phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro 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 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting\n | item34 | 108 | No. |
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| 36 | 1.35 | Around the best island / Road direction sign board (Big) : -Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms. 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 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 estquality epoxy coatings in black and white bends. The details of symbol for each 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. 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. (A) Class-C Type-11 Retro Reflective sheeting | item35 | 5 | No. |
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| 37 | 1.36 | Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; 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 10 years for the Retro reflective sheeting from originaa 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. (A) Class-C Type-11 Retro Reflective sheeting | item36 | 42 | No. |
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| 38 | 1.37 | Danger Plate :-Providing & fixing sign board made out of 1.5mm aluminium sheet /3mm ACP (aluminum Composite Panel), size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. 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. (A) Class-C Type-11 Retro Reflective sheeting | item37 | 132 | No. |
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| 39 | 1.38 | Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle 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 Micro 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 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 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. 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. (A) Class-C Type-11 Retro Reflective sheeting | item38 | 116 | No. |
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| 40 | 1.39 | Providing and fixing Bus shelter 5.50 x 2.50 mt size made from G.I. Pipe of 80 mm dia in post and M.S. angle purlins including 0.80 mm thick G.I. sheet roofing fixed with galvanized \"J\" or \"L\" hooks including providing seating arrangement and front side pipe railing as per detailed drawing and as directed by the Engineer in charge.(Bus shelteras As per drawing ) | item39 | 8 | No. |
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| 41 | 1.4 | Demolition including stacking of servicable materials and disposal of unservicable materials with all lead and lift (i) RCC work | item40 | 1828 | Cum |
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| 42 | 1.41 | Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (B)Brick/ Rubble Masonry | item41 | 590 | Cum |
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| 43 | 1.42 | Excavation for foundation in sand, greval, clay, soft soil and murrum etc. including shorting struting and dewatering as necessary and disposing of the excaveted stuff with all lead and lift as directed for all depth | item42 | 8544 | Cum |
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| 44 | 1.43 | Providing and casting in situ ordinary cement concrete M. 150 mix and procvidng necessary pin headers including shuttring scaffolding laying vibrating curing and finishing complete. Without V-Grooves.(A) Height from 0.0 M to 5.0. M | item43 | 1610 | Cum |
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| 45 | 1.44 | Providing and Casting in situ Design Mix Concrete-DMC Concrete M-250 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete. (more than 10 ton) | item44 | 1160 | Cum |
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| 46 | 1.45 | Providing and casting in situ Design Mix Concrete-DMC concrete M-250 for R.C.C. solid slab including centering, scaffolding, curing and finishing complete. | item45 | 224 | Cum |
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| 47 | 1.46 | Providing and casting situ Design Mix Concrete-DMC concrete M.250 for averge 75 mm. Thick wearing cost laid as directed including tamping vibrating finishing curing and filling in joints with bitumen complete. | item46 | 248 | Cum |
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| 48 | 1.47 | Providing and placing in position FE 500D bar reinforcement for following items including cutting bending hooking and tying complete as per detailed drawing.For well :- curb, staining, cap and RCC Raft. (upto 10 ton) | item47 | 199.5 | MT |
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| 49 | 1.48 | Providing & laying rubble for apron (each stone weight not less than 40 Kg.) including packing & filling in the interstices with quarry spalls. | item48 | 1009 | Cum |
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| 50 | 1.49 | Providing and laying weep hole in abutmemt and returns by using A.C. pipes of 100 mm. Diameter including laying in proper grade and joining the complete as per detailed specifications. | item49 | 1829 | Nos. |
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| 51 | 1.5 | Providing and laying filter media 600 mm. Thick as directed at the back of abtuments returns and wing walls as per detailed specifications. | item50 | 2757 | Sqm |
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| 52 | 1.51 | Providing P.V.C. 100mm diameter water spouts including necessary iron gratings as per drawings.(More Than 10 Ton) | item51 | 100 | Nos. |
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| 53 | 1.52 | Providing 12 mm. Thick premoulded asphalt filler joint as per drawings. | item52 | 400 | Sqm |
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| 54 | 1.53 | Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb blocks including formwork curing and finishing, complete (more than 10 ton) | item53 | 183 | Cum |
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| 55 | 1.54 | Providing and casting in situ controlled cement concrete M-250 for R.C.C. return as per drawings including centering shuttering, scaffolding where necessary, laying vibrating, curing and finishing complete.(A) Height from 0.0 to 5.0 M. (1) Piers (2) Abutment (3) RCC return (upto 10 ton) | item54 | 6352 | Cu.M. |
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| 56 | 1.55 | Providing and casting in situ ordinary cement concrete M 250 mix for R.C.C. work in peir cap abutment cap and dirt wall incluing controlled cement concrete M250 bed block or pedstals of required size below bearings as per detailed drawings, centering shuttering, scaffolding wherever necessary incl. laying Tar paper vibrating curing and finishing complete. | item55 | 202 | Cu.M. |
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| 57 | 1.56 | 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 | item56 | 102 | Nos. |
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| 58 | 1.57 | 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. | item57 | 102 | Nos. |
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| 59 | 1.58 | Providing and casting in situ ordinary cement concrete M-250 for R.C.C. solid slab including centering, scaffolding curing and finishing complete. | item58 | 1144 | Cu.M. |
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| 60 | 1.59 | Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering. | item59 | 5742 | Cu.M. |
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| 61 | 1.6 | Numbering the C.D. work with approved paint including all materials for painting etc. complete. | item60 | 14 | Nos. |
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| 62 | 1.61 | Providing and filling in foundation with ordinary cement concrete M-100 mix and providing necessary pin headers including formwork, vibrating, ramming and curing etc. complete. | item61 | 16 | cum |
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| 63 | 1.62 | Providing and laying wheep holes in abutment and returns by using A.C. pipes of 100 mm dia laying in proper grade and joining etc. complete as per detailed specifications. | item62 | 40 | No. |
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| 64 | 1.63 | Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc complete. | item63 | 113 | Cum |
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| 65 | 1.64 | Providing and Laying 20 mm thick mix Seal Surface for patch work (paver patta) using B.T. stone aggregate chips at the rate of 0.66 cum/M.T. as per gradation of MORTH and emulsion for tack coat at the rate of 2.50 Kg/Sqm and asphalt VG-30 for mixing at 5.09% (i.e.50.90 kg./M.T.) of total mix heating & mixing by continuous batching of drum mix plant and transporting, spreading, laying the same by paver finisher and consolidation with vibratory power roller including cost of fuel, kerosene, lubricant, labour charges etc. comp. using contractor's own drum mix plant, necessary equipments, tools and plants etc. complete. | item64 | 197 | MT |
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| 66 | 1.65 | Providing and laying Compacted 150 mm thick of Specified quarry Spall in side shoulder including carraige of material and spreading on prepared base including compacting as per MOST Specification etc... complete. | item65 | 93 | Cu.M. |
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| 67 | 1.66 | Supplying and fixing reinforced concrete heavy duty non pressure pies (NP-3) with collars for culverts including setting and joining the pipe in CM 1:2 watering and laying (to level or slope) of IS class NP-III of following internal diameter 900 mm (more than 10 ton). | item66 | 83 | Rmt. |
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| 68 | 1.67 | Cautionary warning sign;-Providing & Fixing sign boards made out of 2mm. alluminium sheet / 4 MM ACP (Aluminum composite Panel); size 90x90x90cms. equilateral triangle as per design of IRC-67-2012. Pretrated with phospheting process & acid etching; coated with one coat of apoxy primer and two coats of best quality epoxy paint, reflectrorised with micro prismatic grade retro reflective sheeting of Type-11 as per ASTM D-4956 and latest MOSTspecifications. 3.6 mt. long stand post of 75 x 75 x 6 mm /65 NB circular MS pipe as required and frame fabricated from suitable size iron angle of 35x35x3 mm; painted with best quality epoxy coatings in black and white bends. the detail of symbols for each board shall be as per the instruction of the engineer in charge. The fixing at site shall be in C.C. 1:2:4 block of size 45x45x60 cms for each leg, incl. excavation,curing etc. comp.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. (A) Class-C type-11 Retro Reflective sheeting.\n | item67 | 60 | Nos. |
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