Asansol Durgapur Development Authority -ADDA has published Construction Of Rcc Box Culvert At Nimcha Near Railway Bridge , Asansol , Paschim Bardhaman . 6Th Callrt On Nupurbelunia Road Near Belunia Rural Primary Health Centre , Raniganjdistrict - Paschim Bardhaman6th Call Construction Of Rcc Box Culvert At Ni. Submission Date for this Tender is 25-07-2020. Bridge Work Tenders in ADDA OFFICE ASANSOL West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jul-2020 | DATE123456 | Date | 13-07-2020 |
| 2 | 15-Jul-2020 | DATE123456789 | Date | 25-07-2020 |
| Name of Work: "CONSTRUCTION OF RCC BOX CULVERT AT NIMCHA NEAR RAILWAY BRIDGE, ASANSOL ,PASCHIM BARDHAMAN. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a 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 the Engineer-in-Charge | BI01010001010000000000000515BI0100001121 | ||
| 2 | 1.1 | In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. | BI01010001010000000000000515BI0100001122 | ||
| 3 | 1.2 | Without pumping out water and shoring | BI01010001010000000000000515BI0100001123 | ||
| 4 | 1.3 | Upto 3.0 m depth | BI01010001010000000000000515BI0100001124 | 128 | cum |
| 5 | 1.4 | In Hard rock ( blasting prohibited ) | BI01010001010000000000000515BI0100001125 | 256 | cum |
| 6 | 2 | Water Bound Macadam Sub Base : Providing, laying, spreading and compacting stone aggregates of specific sizes 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 cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). | BI01010001010000000000000515BI0100001126 | 34 | cum |
| 7 | 3 | Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above 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 theedges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. | BI01010001010000000000000515BI0100001127 | 34 | sqm |
| 8 | 4 | 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). | BI01010001010000000000000515BI0100001128 | ||
| 9 | 4.1 | For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) | BI01010001010000000000000515BI0100001129 | 113 | sqm |
| 10 | 5 | 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). | BI01010001010000000000000515BI0100001130 | ||
| 11 | 5.1 | On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | BI01010001010000000000000515BI0100001131 | 226 | sqm |
| 12 | 6 | Bituminous Macadam using Mobile Hot Mix Plant : Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). | BI01010001010000000000000515BI0100001132 | ||
| 13 | 6.1 | For Grading 2 (19 mm nominal size, 50-75 mm thick.) | BI01010001010000000000000515BI0100001133 | 6 | cum |
| 14 | 7 | Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) : 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. | BI01010001010000000000000515BI0100001134 | 113 | sqm |
| 15 | 8 | 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 cleaned 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 rolling 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 | BI01010001010000000000000515BI0100001135 | ||
| 16 | 8.1 | By Mechanical Means | BI01010001010000000000000515BI0100001136 | ||
| 17 | 8.2 | With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | BI01010001010000000000000515BI0100001137 | 113 | sqm |
| 18 | 9 | 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 | BI01010001010000000000000515BI0100001138 | ||
| 19 | 9.1 | M-15 grade concrete | BI01010001010000000000000515BI0100001139 | 23 | cum |
| 20 | 10 | 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. | BI01010001010000000000000515BI0100001140 | ||
| 21 | 10.1 | PCC Grade M20 | BI01010001010000000000000515BI0100001141 | 16 | cum |
| 22 | 10.2 | RCC Grade M25 | BI01010001010000000000000515BI0100001142 | 50 | cum |
| 23 | 11 | Plain / Reinforced Cement Concrete in Substructure 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, 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. | BI01010001010000000000000515BI0100001143 | ||
| 24 | 11.1 | RCC M-25 grade | BI01010001010000000000000515BI0100001144 | 60 | cum |
| 25 | 12 | Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate 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 necessary form work and staging complete. as per drawing and technical specifications. | BI01010001010000000000000515BI0100001145 | 17 | cum |
| 26 | 13 | 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 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 black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge.. | BI01010001010000000000000515BI0100001146 | 8 | M.T. |
| 27 | 14 | Supplying, fitting and placing HYSD bar reinforcement in Sub-structure including initial straightening, straightening 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 IS 280 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 and direction of Engineer-in-charge.(Steel supplied by agency ) | BI01010001010000000000000515BI0100001147 | 9 | M.T. |
| 28 | 15 | Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisitelength 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 black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. | BI01010001010000000000000515BI0100001148 | 4 | M.T. |
| 29 | 16 | 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 | BI01010001010000000000000515BI0100001149 | 20 | Nos |
| 30 | 17 | Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. | BI01010001010000000000000515BI0100001150 | 2 | Nos |
| 31 | 18 | 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 Specification for Road & Bridge Works. | BI01010001010000000000000515BI0100001151 | 3.1 | Cum |
| 32 | 19 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. | BI01010001010000000000000515BI0100001152 | 21 | sqm |
| 33 | 20 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001153 | 49 | sqm |
| 34 | 21 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. | BI01010001010000000000000515BI0100001154 | ||
| 35 | 21.1 | With Fine Sand | BI01010001010000000000000515BI0100001155 | 45 | cum |
| 36 | 22 | 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 | BI01010001010000000000000515BI0100001156 | 16 | Nos |
| 37 | 23 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. | BI01010001010000000000000515BI0100001157 | 203 | cum |
| 38 | 24 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary | BI01010001010000000000000515BI0100001158 | ||
| 39 | 24.1 | With 4:1 Cement mortar | BI01010001010000000000000515BI0100001159 | ||
| 40 | 24.2 | 10 mm thick Plaster | BI01010001010000000000000515BI0100001160 | 157 | sqm |
| 41 | 25 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. | BI01010001010000000000000515BI0100001161 | 157 | sqm |
| 42 | 26 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. | BI01010001010000000000000515BI0100001162 | ||
| 43 | 26.1 | In Ground Floor | BI01010001010000000000000515BI0100001163 | ||
| 44 | 26.2 | Two Coats | BI01010001010000000000000515BI0100001164 | 41 | sqm |
| 45 | 27 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. | BI01010001010000000000000515BI0100001165 | ||
| 46 | 27.1 | In Ground Floor | BI01010001010000000000000515BI0100001166 | ||
| 47 | 27.2 | Normal Acrylic Emulsion | BI01010001010000000000000515BI0100001167 | 41 | sqm |
| 48 | 28 | Dismantling of Structures : 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 | BI01010001010000000000000515BI0100001168 | ||
| 49 | 28.1 | By Mechanical Means | BI01010001010000000000000515BI0100001169 | ||
| 50 | 28.2 | Cement Contrete | BI01010001010000000000000515BI0100001170 | 8 | cum |
| 51 | 28.3 | Reinforced Cement Concrete | BI01010001010000000000000515BI0100001171 | ||
| 52 | 29 | Dismantling Brick/Tile Work | BI01010001010000000000000515BI0100001172 | 10.5 | cum |
| 53 | 29.1 | Dismantling 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. | BI01010001010000000000000515BI0100001173 | ||
| 54 | 29.2 | Cement Contrete | BI01010001010000000000000515BI0100001174 | 61.2 | cum |
| 55 | 30 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. | BI01010001010000000000000515BI0100001175 | ||
| 56 | 30.1 | Above 600 mm to 900 mm dia Hume pipe | BI01010001010000000000000515BI0100001176 | 15 | m |
| 57 | 31 | Dismantling of Flexible Pavements : Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 for Rural Roads of MORD. | BI01010001010000000000000515BI0100001177 | ||
| 58 | 31.1 | By Mechanical Means | BI01010001010000000000000515BI0100001178 | ||
| 59 | 31.2 | Bituminous Courses | BI01010001010000000000000515BI0100001179 | 8 | cum |
| 60 | 32 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and allincidental charges complete and also including cost of borrow pit earth and gunny bags | BI01010001010000000000000515BI0100001180 | ||
| 61 | 32.1 | To divert the existing water | BI01010001010000000000000515BI0100001181 | 1200 | cum |
| 62 | 33 | Sub Total | BI01010001010000000000000515BI0100001182 | ||
| 63 | 34 | GST 12% | BI01010001010000000000000515BI0100001183 | 1 | Nos. |
| 64 | 35 | CESS 1% | BI01010001010000000000000515BI0100001184 | 1 | Nos. |
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