| 1 | 1 | FOUNDATION | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials.\n(b) In 1:6 proportion | BI01010001010000000000000515BI0100001113 | 11.46 | Cum |
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| 3 | 2 | SUB-STRUCTURE | BI01010001010000000000000515BI0100001114 | | |
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| 4 | 2.01 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material | BI01010001010000000000000515BI0100001115 | 160 | Cum |
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| 5 | 2.02 | Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | BI01010001010000000000000515BI0100001116 | 80 | Cum |
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| 6 | 3 | SUPER STRUCTURE | BI01010001010000000000000515BI0100001117 | | |
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| 7 | 3.01 | Furnishing & Placeing Reinforced / Prestressed Cement concrete in super-structure with coarse aggregate of appropriate nominal size & grading,fine aggregate (sand) conforming to proper grading zone both of approved quality and cement and admixture as necessary including labour cost and carriage of all materials and including preparation of design mix approval of the same by the E-I-C and cost for quality control sampling testing etc.all complete as per drawing & tecnical specification including the cost of necessary form work & staging complete. as per drawing & tecnical specifications. \nC. RCC gread M30\nII. Using Batching Plant, Transit Mixer & Concrete Pump.\n(i). for solid slab super-structure,\nb). Height 5m to 10m. | BI01010001010000000000000515BI0100001118 | 997 | Cum |
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| 8 | 3.02 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works.(c) M-25 Grade using concrete mixer | BI01010001010000000000000515BI0100001119 | 6775 | Cum |
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| 9 | 3.03 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length\nbending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black\nannealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001120 | 310 | MT |
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| 10 | 4 | MISCELLANEOUS | BI01010001010000000000000515BI0100001121 | | |
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| 11 | 4.01 | Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70\nmm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. | BI01010001010000000000000515BI0100001122 | 175 | MTR |
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| 12 | 4.02 | Drainage Spouts in super-structure including providing drip mouldings & also including supplying fitting, & fixing approved type of materials complete as per drawings & technical specification vide clause no. 2705 of moRT&H\"s specifition for R&B works. | BI01010001010000000000000515BI0100001123 | 51 | EACH |
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| 13 | 4.03 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s\nSpecification for Road & Bridge Works. | BI01010001010000000000000515BI0100001124 | 146 | CUM |
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| 14 | 4.04 | R.C. Guard post - Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering, making hole in ground of 47cm depth and 30 cm. minimum dia,fixing the guard posts in the sameholes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position. True to line and length including carriae of R.C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. | BI01010001010000000000000515BI0100001125 | 250 | EACH |
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| 15 | 4.05 | A. Providing and constructing Service Road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m. by sand / dry soil filled cement / polyethylene bags and removal of the same after main construction activity. (P-280.12.07. of PWD R&B SCHEDULE) | BI01010001010000000000000515BI0100001126 | 280 | MTR |
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| 16 | 5 | PROTECTION WORK | BI01010001010000000000000515BI0100001127 | | |
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| 17 | 5.01 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) | BI01010001010000000000000515BI0100001128 | 13000 | CUM |
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| 18 | 5.02 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. | BI01010001010000000000000515BI0100001129 | 1305 | CUM |
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| 19 | 5.03 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. I. Stone/Boulder | BI01010001010000000000000515BI0100001130 | 3505 | CUM |
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| 20 | 5.04 | Supplying of gunny bags and labour for filling empty bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. | BI01010001010000000000000515BI0100001131 | 1600 | NO |
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| 21 | 5.05 | Making sauaage rectanguler in section in section for any length made with laterite boulder rolled inside wire net caging of 2.54mm dia (10SWG) galvanized wire of 115mmx115mm mesh wire netting with proper lapping of minimum 100 mm tying and sewing with 2.12mm dia (12SWG) galvanized wire including after preparing the bed/trench to proper slope size with all lead &lifts etc complete excluding end pieces & cost of boulders as per direction of the e-i-c. c)1.22 m x 0.90 m. (page-21.4.23 of I&wd schedule western circle ii) | BI01010001010000000000000515BI0100001132 | 410 | NO |
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| 22 | 6 | APPROACH ROAD | BI01010001010000000000000515BI0100001133 | | |
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| 23 | 6.01 | Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD.\n(I) By Manual Means\na) In area of non-thorny jungle | BI01010001010000000000000515BI0100001134 | 1 | HECT |
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| 24 | 6.02 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)(65% carried earth) | BI01010001010000000000000515BI0100001135 | 7000 | CUM |
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| 25 | 6.03 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works)(35% carried earth) | BI01010001010000000000000515BI0100001136 | 3500 | CUM |
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| 26 | 6.04 | Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. | BI01010001010000000000000515BI0100001137 | 180 | Cum |
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| 27 | 6.05 | B. By Mix in Place Method : - Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) Grading – IV | BI01010001010000000000000515BI0100001138 | 140 | Cum |
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| 28 | 6.06 | (iv) Grading – II | BI01010001010000000000000515BI0100001139 | 140 | CUM |
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| 29 | 6.07 | Water Bound Macadam Base course providing,laying,spreading and compacting stone aggregate of specific size to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding materials to fill up the interstices of coarse aggregate,watering including lighting, guarding ,barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling ,including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) Grading-I Aggregate (63 mm to 45 mm) Using Stone | BI01010001010000000000000515BI0100001140 | 100 | CUM |
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| 30 | 6.08 | (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using\nStone Screening Type B (11.2 mm) - Manual Means. | BI01010001010000000000000515BI0100001141 | 100 | Cum |
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| 31 | 6.09 | Prime Coat :- Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). \n(i) For WBM / WMM Surface:\n(with primer @ 0.70-1.0 kg/sqm) | BI01010001010000000000000515BI0100001142 | 1400 | SQM |
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| 32 | 6.1 | Tack Coat :- Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) | BI01010001010000000000000515BI0100001143 | 2500 | SQM |
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| 33 | 6.11 | Premix Surfacing :- Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. | BI01010001010000000000000515BI0100001144 | 1400 | SQM |
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| 34 | 6.12 | Providing and laying Liquid Seal Coat (Type B) with approved quality sand/grid @0.6 m3/100 m2 and bitumen binderb on thoroughly cleaned black top surface coated with tack coat,including heating and mixing cleaned sand/grit (100 %\npassing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder,laying and spreading the mix at an uniform rate using means,brushing the surface,if necessary to ensure uniformity, followed by\nrolling with power roller including the cost and carriage of binder and aggregates cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H\n(5th Revision). I By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | BI01010001010000000000000515BI0100001145 | 1400 | SQM |
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| 35 | 6.13 | Premix Surfacing :- Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller\n8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. | BI01010001010000000000000515BI0100001146 | 70 | SQM |
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| 36 | 6.14 | Mastic Asphalt :- Providing and laying Mastic asphalt wearing course\nwith paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(i) 25 mm thickness | BI01010001010000000000000515BI0100001147 | 2000 | SQM |
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| 37 | 7 | TRAFFIC SIGNS & MARKING | BI01010001010000000000000515BI0100001148 | | |
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| 38 | 7.01 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade Cement concrete 45 x45 x60 cm,60 cm below ground level as perapproved drawing and clause 801 of specifications for Road & Bridge Works of MORT&H(5th Revision) | BI01010001010000000000000515BI0100001149 | 8 | NO |
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| 39 | 7.02 | (iii)60 cm circular | BI01010001010000000000000515BI0100001150 | 3 | SQM |
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| 40 | 7.03 | v) 60 cm x 45 cm rectangular | BI01010001010000000000000515BI0100001151 | 3 | SQM |
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| 41 | 7.04 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.\nb) Two Coats\n | BI01010001010000000000000515BI0100001152 | 1500 | SQM |
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