Asansol Durgapur Development Authority -ADDA has published Construction Of Cement Concrete Pavement And Drainage System Including Rcc Retaining Wall , Culvert And Masonry Drain At Mahes Talaw Area Near Hazi Quadam Rasul Fazlu Bridge , Ward No 25 Under Asansol Municipal Corporation . 6Th Call. Submission Date for this Tender is 25-07-2020. Drainage 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 | DATE12345678 | Date | 13-07-2020 |
| 2 | 15-Jul-2020 | DATE123456789 | Date | 25-07-2020 |
| Name of Work: " Construction of Cement Concrete Pavement & Drainage System including RCC Retaining Wall, Culvert and masonry drain at Mahes talaw area near Hazi Quadam Rasul /Fazlu Bridge, Ward No -25 under Asansol Municipal Corporation. ." | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earthwork in excavation of foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 for Rural Roads of MORD including setting out , construction of shoring and bracing , removal of stumps and other deleterious matter , dressing of sides and bottom and backfilling with approved materiala. | BI01010001010000000000000515BI0100001130 | 669 | cum |
| 2 | 2 | Box cutting or filling in road embankment in all sorts of soil including spreading the spoils property over the flank as necessary or on berm to approximate grade & camber and rolling the subgrade with vibrating power roller to proper camber and grade as per direction and satisfaction of E.I.C. including uprooting and removing plants and jungles when and where necessary (Depth from 150 mm upto 300 mm ) | BI01010001010000000000000515BI0100001131 | 844 | sqm |
| 3 | 3 | Sand filling in foundation trenches and at the back of aboutments , wing - walls etc. with good local sand free from earth in layers not exceeding 15 cm. including 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 EIC. | BI01010001010000000000000515BI0100001132 | ||
| 4 | 3.1 | By Fine sand | BI01010001010000000000000515BI0100001133 | 132 | cum |
| 5 | 4 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand . | BI01010001010000000000000515BI0100001134 | 934 | sqm |
| 6 | 5 | First class brick work in cement sand mortar in aboutment , wing wall , parapet , cross drain , drain , H.P.Culvert , guard wall etc. including curing , scaffolding , raking out joints etc. complete including cost and carriage of all materials. | BI01010001010000000000000515BI0100001135 | ||
| 7 | 5.1 | In (1:6) Proportion | BI01010001010000000000000515BI0100001136 | 56 | cum |
| 8 | 6 | Hire & Labour charges for shuttering with or without staging upto 4.0 m height using approved stout prop with wooden plank/ ply / wood / steel plate with required bracing for any kind of plane or reinforce concrete works in all sorts of minor structure in cluding culvert , box culvert, cross drain etc.The rate is inclusive of fitting , fixing and striking out after completion of work as per specification & direction. (Where staging is not required) By Steel or 12 mm thick Ply board shuttering. | BI01010001010000000000000515BI0100001137 | 1165 | sqm |
| 9 | 7 | Supplying fitting and placing HYSD bar reinforcement in sub structure including initial straighting , straiting of coil bars, removal of loose rust (if any) , cutting to requisite length , bending , binding in annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection , hooked and bending in correct shape and placed forms etc. including cost of black anneled wire and cost of loading , unloading and carriage of all steel materials complete as per drawing and technical specification and direction of EIC | BI01010001010000000000000515BI0100001138 | 13.3 | M.T. |
| 10 | 8 | Supplying and laying Polythene Sheet over damp proof course or below flooring or in foundation trenches | BI01010001010000000000000515BI0100001139 | 454 | Sqm |
| 11 | 9 | Providing and laying Design Mix Concrete for plain / Reinforced concrete work in any part of culvert / bridge with coarse aggregates of appropriate nominal size and grading , fine aggregate (sand ) conforming to proprer grading zone, both of approved quality & cement , at necessary , including labour , cost and carriage of all materials and including prepration of design Mix approved of the same by the EIC and cost of Quality control , sampling , testing etc all complete but excluding cost of labour and materials for form work and reinforcement work. | BI01010001010000000000000515BI0100001140 | ||
| 12 | 9.1 | M15 Grade using Concrete Mixture | BI01010001010000000000000515BI0100001141 | 57 | cum |
| 13 | 9.2 | M20 Grade using Concrete Mixture | BI01010001010000000000000515BI0100001142 | 127 | cum |
| 14 | 9.3 | M25 Grade using Concrete Mixture | BI01010001010000000000000515BI0100001143 | 218 | cum |
| 15 | 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints including throating, noising and drip course, scaffolding / staging where necessary (Ground Floor) including cost of chipping over concrete surface. | BI01010001010000000000000515BI0100001144 | ||
| 16 | 10.1 | With 4:1 cement mortar (15 mm thick) | BI01010001010000000000000515BI0100001145 | 568 | sqm |
| 17 | 11 | Neat cement punning about 1.5 mm thick in wall , dado , drain etc. | BI01010001010000000000000515BI0100001146 | 568 | sqm |
| 18 | 12 | Earthwork in filling in foundation trenches in layers not exceeding 150 mm including watering and ramming etc layer by layer complete with earth obtained from excavation of foundation | BI01010001010000000000000515BI0100001147 | 38 | cum |
| 19 | 13 | Removal of unserviceable of soil including excavation , loading and disposal upto 1000 m lead but excluding replacement by suitable soil / sand which shall be paid separately as per technical specifictions clause 302.3.11 for Rural Roads for MORD. | BI01010001010000000000000515BI0100001148 | 897 | cum |
| 20 | 14 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall/ Retaining wall with 100 mm dia A.C. pipe extendeding to the full width of the structureswith slope of IV: 20 H towards drawing face complete as per drawing and Technical specifications. | BI01010001010000000000000515BI0100001149 | 886 | cum |
| 21 | 15 | Direction and Place Identification Signs more than 0.9 sqm size Board: Providing and erecting direction and place identification retro-reflectorised sign as per IRC : 67 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting , 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm , 2 Nos firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of specifications for Road & Bridge Works of MoRT&H (5th Revision) including lettering , sign marks etc as per direction of EIC | BI01010001010000000000000515BI0100001150 | 2.855 | sqm |
| 22 | 16 | Sub Total | BI01010001010000000000000515BI0100001151 | ||
| 23 | 17 | GST 12% | BI01010001010000000000000515BI0100001152 | 1 | Nos. |
| 24 | 18 | CESS 1% | BI01010001010000000000000515BI0100001153 | 1 | Nos. |
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