| 1 | 1 | CONSTRUCTION OF MAIN BRIDGE | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 2 | Furnishing and placing of Reinforced/ Prestressed cement conrete in super structure with coarse aggregates of appropiate nominal size and grading, fine aggregate(sand) conforming to proper grading zone , both of approved quality and cement and admixtures 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 as per drawing and technical specification including the cost of form work and stagging complete as per drawing and technical specifications. \nRCC grade M30 (i) For solid salb super-structutre | BI01010001010000000000000515BI0100001113 | 72 | Cum |
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| 3 | 3 | Providing reinforced Elastrometric(neoprene) slab seal type expansion joint complete with steel inserts of either Exjomet/ Transflex/ Wabaflex makes of equivalent ( equivalent makes being subject to prior approval bt the Dept.) in deck slab as per approved drawing and specification including cost and carriage of all materials temperature- correction during installation as per mean temperature and also installation under supervision of a specialist of manufacturer: Expansion joint for movment up to ±25mm. (including itsinstallation & testing) | BI01010001010000000000000515BI0100001114 | 17 | M |
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| 4 | 4 | Providing drain holes with 150 mm dia G.I pipe complete in super structure including forming drip mouldingg and also including supplying, fitting and fixing approved type heavy duty hinged gratings as per drawing and specification with G.I pipe. | BI01010001010000000000000515BI0100001115 | 4 | Each |
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| 5 | 5 | Drainage spouts in superstucture including providing drip moulding and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vid eclause no . 2705 of MoRT&H's specification for Road and Bridge works | BI01010001010000000000000515BI0100001116 | 4 | Each |
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| 6 | 6 | Supplying,fitting and placing HYSD bar reinforcement in Bridge Super structure including initial staightening , strightening of coil bars, removal of loose nut(if any), cutting to rquisite length bending, 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 brick annealed wire and cost of loading, unloading, carriage of all steel materials complete as per Drawing and Technical specifications. | BI01010001010000000000000515BI0100001117 | 20.126 | MT |
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| 7 | 7 | Providing and laying pitching on slopes laid over prepared filter media including boulder aprone laid dry in fornt of toe of embankment complete as per drawing and Technical specifications. II. Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in concrete of Grade M15 | BI01010001010000000000000515BI0100001118 | 30 | Cum |
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| 8 | 8 | Providing and laying cement concrete wearing coat M30 grade with graded stone chips 19mm down including screening and cleaning with 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 formwork including reinforcement complete as per drawing and Technical Specification vide clause no. 2702 of MoRT&H specification for road & Bridge works | BI01010001010000000000000515BI0100001119 | 16.875 | Cum |
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| 9 | 9 | CONSTRUCTION OF APPROACH ROAD | | | |
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| 10 | 10 | a) Construction of Embankment with Carried Earth(100% OMC) | BI01010001010000000000000515BI0100001121 | 570 | Cum |
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| 11 | 11 | Supplying, spreading and compacting sand to required thickness, in layers of not exeeding 150mm. To proper gradient and camber. Innundating each layer by water and packing and ramming layer by layer to achieve desired compaction excluding cost of sand but incl. lighting, guarding, barricading and making adequete earthen bundh where necessary, curing with water as per direction mending cracks and depressions by ramming whereever necessary | BI01010001010000000000000515BI0100001122 | 295 | Cum |
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| 12 | 12 | 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 inpropert grade and camber, compacting with vibratory roller to achive the desired desity, including lighting , guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per clause 401 or Specification for Road & Bridge works of MoRT&H(5 th Revision) | BI01010001010000000000000515BI0100001123 | | |
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| 13 | 13 | GSB-IV(Two Layer 75 mm Thick | BI01010001010000000000000515BI0100001124 | 292.5 | Cum |
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| 14 | 14 | GSB- III(one Layer 75 mm Thick | BI01010001010000000000000515BI0100001125 | 146.5 | Cum |
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| 15 | 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading uniform thickness, hand packing, rolling with vibratory roller 8 to 10 tonnes in stages to proper grade and camber, applying and brooming requisite type and requisite type of screening/ binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading andmaking necessary earthen bundh of 1 m width on each side and preparing the bed by necessary cutting or filling, including cost of materials and hire and labour charges of all main and mechinary and compaction to the required density, as per clauses 404 of specifications for Roads and Bridge Works of MoRT&H (5th Revision) | BI01010001010000000000000515BI0100001126 | | |
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| 16 | 16 | a) With coarse aggregate of size ranges upto 63 mm- 45mm (grading-I) with compacted thickness( using 1.21 cum of Grading-I aggrigates,0.24 cum of type-B screening materials. | BI01010001010000000000000515BI0100001127 | 146.5 | Cum |
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| 17 | 17 | a) With coarse aggregate of size ranges upto 53 mm- 22.4mm with compacted thickness( using 1.21 cum of Grading-I aggrigates,0.24 cum of type-B screening materials. | BI01010001010000000000000515BI0100001128 | 146.5 | Cum |
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| 18 | 18 | Providing and applying primer coat with cationic Bitumen Emultion of approved grade conforming to IS 8887-1987 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 coasts of work complete as per clause 502 of specifictaion for Roads & Bridge Works of MoRT&H(5 thREVISION). For WBM/WMM surface @ 0.85kg/ square | BI01010001010000000000000515BI0100001129 | 1950 | Sqm |
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| 19 | 19 | Supplying and laying 20 mm thick premixed carpet (open graded) using 1.8 m3 of 13.2 mm. siz e and 0.9 m3 of 11.2 mm size stone aggregates per 100 m2 of surface including through cleaning of the surface , applying tack coat, screening, cleaning and preheating stone chips and fully precoating the same with hot matrix @ 54 kg. per m3 of aggregatesw, laying the premixed chips uniformly over the surface, hand packing, thoroughly rolling by power roller including the cost and carriage of stone chips and matrix,heating matrix and all other cost and carriage in this conection, including hire charges of machinaries and equipments of construction and quality control as per IRC specification complete. By miller mixer on water bound macadam of stabilized base course surface using matrix @ 3 kg/10 m2 in tack coat | BI01010001010000000000000515BI0100001130 | 1950 | Sqm |
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| 20 | 20 | Providing and laying Premixed seal coat(Type B) with approved quality sand/ grit @0.6 m3/100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat , including heating and mixing cleane d sand/ grit (100% passing 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 suitable means, brushing the surface if necessary, to ensure uniformity, followed by the rolling with power roller including the cost and carriage of binder aggregates, cost of heating the binder and aggregate and all other incidental charges, cost of fuel and lubricants, including hire charges of machinaries, tools & plants required for construction and quality control complete as per clause 511 of specification for Road & Bridge Works of MoRT&H(5th Revision) | BI01010001010000000000000515BI0100001131 | 1950 | Sqm |
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| 21 | 21 | Supplying, spreading and consolidating jhama metal of specific sizes in hard crust to requisite thickness( measured after compaction) in layer including screening of bats metals etc, as necessary, hand packing, sweeping, watering and rolling with power roller in stages to proper line, grade and camber, lighting, guarding, barricading and making necessary earthen bandh of one meter width on eithere side where necessary to protect edges and prepareing the bed by necessary earthen cutting,filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and as per specification and machinaries and as per specification and direction of Engineer- in - Charge. \n(b) Using Brick bats/ Jhama metals of size 63 mm -45 mm for compacted thickness of 150mm (with moram screening subbase as per item 10 of analysis) | BI01010001010000000000000515BI0100001132 | 60 | Cum |
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| 22 | 22 | Excavation for Structure:- Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, removing,spreading or stacking of spoils within lead of 150 m as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom and backfilling with approved material complete as per direction of Engineer-in Charge | BI01010001010000000000000515BI0100001133 | 900 | Cum |
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| 23 | 23 | Earthwork in filling in foundation trenches with sandy soil in layer not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged bt Dept. with in a lead of 150 meters | BI01010001010000000000000515BI0100001134 | 650 | Cum |
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| 24 | 24 | Sand filling in foundation trenches and at the back of abutment, wing walls etc. with good local sand free from earth in layer not exceeding 15 cm including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer in Charge. | BI01010001010000000000000515BI0100001135 | 200 | Cum |
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| 25 | 25 | Plain/ Reinforced cement concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone,both of approved quality, cement and water reducing admixtures 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 and testing etc. all complete as per drawing and technical specification including the cost of necessary formwork and stagging complete as per drawing andtechnical specifications. M-25 Grade Concrete | BI01010001010000000000000515BI0100001136 | 300 | Cum |
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| 26 | 26 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer -in-Charge, cost for quality control, sampling, testing etc including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. Grade M20 | BI01010001010000000000000515BI0100001137 | 93.04 | Cum |
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| 27 | 27 | Supplying,Fitting and placing HYSD bar reinforcemnet in Bridge Foundation including initial starightening,starightening of coils bars, removal of loose rust(if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001138 | 33 | MT |
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| 28 | 28 | Diversion of Drain channel for a length of 150 m( mainly Excavation of earth) | BI01010001010000000000000515BI0100001139 | 500 | Cum |
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| 29 | 29 | Construction of new road of out coming vehicles for proper function of the system (length of such is 50m and cost is obtained from the addition of item no 1 to 7 above for identical road divided by 200 m length) | BI01010001010000000000000515BI0100001140 | 50 | M |
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| 30 | 30 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001141 | 118 | Each |
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| 31 | 31 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD.\n(II) By Mechanical Means\na) Cement Concrete- Bottom Slab | BI01010001010000000000000515BI0100001142 | 7.13 | Cum |
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| 32 | 32 | b) Reinforced Cement Concrete- Top slab | BI01010001010000000000000515BI0100001143 | 3.15 | Cum |
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| 33 | 33 | Dismantling Brick/Tile Work\nDismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. (b) Cement mortar | BI01010001010000000000000515BI0100001144 | 11.25 | Cum |
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| 34 | 34 | Plain / Reinforced Cement Concrete in Substructurewith coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, 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 as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.\nRCC Grade M30 (i) Height upto 5m I) Using concrete Mixer | BI01010001010000000000000515BI0100001145 | 42.38 | Cum |
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| 35 | 35 | Compacting Original Ground\nA. Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | BI01010001010000000000000515BI0100001146 | 18.75 | Cum |
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| 36 | 36 | Brick-on-edge floor or pavement with 1st class brick set close in cement mortar (1:6) and laid with cushion of sand below (including cost thereof) including ruled or flush pointing with cement mortar (1:4) on top. | BI01010001010000000000000515BI0100001147 | 14.41 | Sqm |
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| 37 | 37 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001148 | 14.41 | Sqm |
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| 38 | 38 | (a) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | BI01010001010000000000000515BI0100001149 | 1200 | Sqm |
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| 39 | 39 | A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : | BI01010001010000000000000515BI0100001150 | 1200 | Sqm |
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| 40 | 40 | Electrical:- | BI01010001010000000000000515BI0100001151 | | |
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| 41 | 41 | Compression Glands Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moister-proof entry of XLPE/PVC armoured cables as below: For 4 core upto 4 Sqmm | BI01010001010000000000000515BI0100001152 | 30 | Each |
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| 42 | 42 | For 3.5 core upto 50Sqmm | BI01010001010000000000000515BI0100001153 | 2 | Each |
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| 43 | 43 | Finishing cable ends Finishing the end of following XLPE/PVC armoured cables by crimping method incl. applying and fixing solderless socket (Dowels make), tape, anticorrosive paste & jointing materials: 4 core 4 Sqmm cable | BI01010001010000000000000515BI0100001154 | 30 | Set |
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| 44 | 44 | 3.5 core 50 Sqmm cable | BI01010001010000000000000515BI0100001155 | 2 | Set |
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| 45 | 45 | Erection of single steel tubular pole of length as given below with/without sole plate & cap etc. in CC foundation (Proportion and dimension indicated below), having 600x600x150mm thick CC (4:2:1) base block below sole plate/pole with hard jhama metal including CC (6:3:1) muffing 0.30 mts. dia and 0.30 mts above ground level including 3mm thick neat cemented finish and GI earth bolt after making drilled holes etc. on pole & carriage of pole upto 1.60km from store to work site including filling up the excavated eart pit with shifted soil and ramming properly. Upto 9.0 mtr. size 0.6x0.6x1.70 mts | BI01010001010000000000000515BI0100001156 | 18 | Set |
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| 46 | 46 | Providing CC (6:3:1) base block (arround the pole) dimension 0.60 X 0.60 X 0.76 mt. above ground level, neatly cemented finish (3 mm thick) at the base pole (in lieu of CC muffing) suitable for alkathene/ polythene pipe entry as directed for street light wiring incl. S&F 25cmx25cmx10cm GI loop box, 16SWG & incl. drilled hole in pole. | BI01010001010000000000000515BI0100001157 | 18 | Item |
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| 47 | 47 | Painting of steel Tubular pole of length and no. of cost of paint, as given below with ready mixed paint/primer of approved make, and brand incl. preparation of surface by sand paper/emery paper, elening etc. for receiving fresh coat of paint. Upto 9.0mtr long pole. 1st coat of aluminium paint over 1 coat of RO Priming | BI01010001010000000000000515BI0100001158 | 18 | Per Pole |
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| 48 | 48 | 2nd coat of aluminium paint over 1st coat | BI01010001010000000000000515BI0100001159 | 18 | Per Pole |
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| 49 | 49 | Fixing outdoor type fluorescent/SV/MV light fitting on pole including S&F 40MM dia X 1.68 mts long G.I Pipes (ISI-Medium) bracket with 40mm X 10mm thick, M.S clamp ect. And providing wiring with 2x1/1.40 PVC insulated and sheathed wire (single core) from loop box at the base of pole to light fitting through pole & bracket (without control switch including making connections & Painting. | BI01010001010000000000000515BI0100001160 | 18 | Set |
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| 50 | 50 | Distribution wiring for street light on pole with 2x1/1.40 PVC insulated and sheathed (single core) in 15mm dia G.I pipe (ISI Medium), without control switch including S&F 30.48cm outdoor type dispersive light fitting with G.I Pipe bracket and providing 25x6mm Galv. M.S flat clamps with bolts, nuts etc. and incl. painting (Av. run 3m) | BI01010001010000000000000515BI0100001161 | 18 | Point |
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| 51 | 51 | Laying of cable upto 3/4 core 25sqmm on wall/ surface incl. S&F M.S saddles with earthing attachment in 10 SWG GI (Hot Dip) wire, making hole etc. as necy. Mending good damages and paint. | BI01010001010000000000000515BI0100001162 | 50 | Rm |
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| 52 | 52 | Laying only cable upto 50sqmm through existing RCC/Hume/GI Pipe/Open massonary trench for single, 2, 3, 3.5 & 4 core | BI01010001010000000000000515BI0100001163 | 20 | Rm |
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| 53 | 53 | Laying of one no. cable upto 35sqmm in under ground trench 460mm wide X 760mm average depth, with brick protection on the top of the cable 8 (eight) nos brick per mtr, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface dully rammed | BI01010001010000000000000515BI0100001164 | 220 | Rm |
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| 54 | 54 | Laying of one no. cable above 35sqmm upto 185sqmm in underground trench 460mm wide X 760mm average depth with brick protection on the top of the cable with 8 (eight) nos brick per mtr, including filling the space between the brick & cable and also the trench with shifted soil, leveling up and restoring surface dully rammed | BI01010001010000000000000515BI0100001165 | 10 | Rm |
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| 55 | 55 | Laying of two cables upto 35sqmm upto in an underground trench in single tier formation (horizontal) the trench size: 6800mm wide X 760mm average depth with brick protection on the top of the cable with 8 (eight) nos brick per mtr, and 4 (four) nos. brick per mtr as separator between the bricks and cables and also trench to be filled up with shifted soil, levelling up and restoring surface duly rammed | BI01010001010000000000000515BI0100001166 | 220 | Rm |
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| 56 | 56 | Laying of three cables upto 35sqmm upto in an underground trench in single tier formation (horizontal) the trench size: 6800mm wide X 760mm average depth with brick protection on the top of the cable with 8 (eight) nos brick per mtr, and 4 (four) nos. brick per mtr as separator between the bricks and cables and also trench to be filled up with shifted soil, levelling up and restoring surface duly rammed | BI01010001010000000000000515BI0100001167 | 220 | Rm |
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| 57 | 57 | BASIC RATE OF ALUMINIUM ARMOURED CABLE OF FOLLOWING SIZE: 4C, 4 Sqmm | BI01010001010000000000000515BI0100001168 | 1320 | Mtr |
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| 58 | 58 | 3.5C, 50Sqmm | BI01010001010000000000000515BI0100001169 | 25 | Mtr |
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| 59 | 59 | Non-Schedule | BI01010001010000000000000515BI0100001170 | | |
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| 60 | 60 | Supplying, installing, testing and commissioning of switch board with required switch gear. The cubicle panel shall be compartmentalised and fabricated with 14SWG M.S sheet and suitable size frame work. Complete panel board as stated above & as required in all respect. | BI01010001010000000000000515BI0100001171 | 1 | Set |
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| 61 | 61 | Service charges for approval of installation from local statutory body Drawing of power from existing HT service. | BI01010001010000000000000515BI0100001172 | 1 | L.S |
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| 62 | 62 | Fabrication and supply of street light pole 9m high (410-SP-27) as per drawings | BI01010001010000000000000515BI0100001173 | 18 | Each |
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| 63 | 63 | Supply of street light luminaire with high pressure die cast aluminium housing POT optics reflector and toughned flat glass offering ingress protection. Suitable for use with high pressure sodium vapour, metal halide, ceramic metal halide lamp etc. complete ( similar type: Philips make SGP 401 1XHPIT 250W with HPIT PLUS 250W lamp) | BI01010001010000000000000515BI0100001174 | 18 | Point |
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| 64 | 64 | Supply, installation, testing & commissioning of 1 set of 125A, 415V, 36KA, FP, manual operated fixed type MCCB with thermal magnetic release etc. & related all controlling accessories, in sheet steel enclosure, surfaced on wall as required | BI01010001010000000000000515BI0100001175 | 1 | Point |
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