Development Authority-DA has published Construction And Renovation Of Road And Drain -Tulsi Nagar Awasiya Yojna Me Phase 2 Ke Antargat Part B Ki Sadko Evam Naliyon Ke Sudhrikaran Evam Nirman Karya. Submission Date for this Tender is 27-01-2021. Road Repair Tenders in Banda Uttar Pradesh. Bidders can get complete Tender details and download the document.
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing jungle including uprooting trunk , vegetation, grass, bush, wood trees and splings of girth up to 30 cm, meassured at a hight of 1mtr, above ground level and removal of rubbish up to a distence of 50 mtr out side the periphery of the area cleared \n(SOR 259/2015- 16) | 1420 | Sqm | |
| 2 | 2 | Earht work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 mtr (20") in depth earth work embankment to be in 20 cm (8")- layers including 1.5 Mtr. (5ft.) lift 30 mt (100 Ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 mt (100 Ft.) distance as directed by the Engineer-in-charge ( SI NO. 253) | 980 | Cum | |
| 3 | 3 | Cartage of earth from 6Km distance to the work site. Including loding & unloding but excluding stacking complete with all respect. | 980 | Cum | |
| 4 | 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layer with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achive the desired density, complete as per technical specification clause-401. | 446 | Cum | |
| 5 | 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with macanical paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. as per MORTH specification No. 406 | 170 | Sqm | |
| 6 | 6 | Providing and applying primer cote with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00kg/sqm using mannual means- clause-502 | 1695 | Sqm | |
| 7 | 7 | Providing and applying tack coat with V.G-10 bitumen using bitumen pressure distributor @ 0.35 to 0.45kg. per sqm. on prepared bituminous surface cleand with mechanical broom as per morth clause-503 | 1695 | Sqm | |
| 8 | 8 | Providing & laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site , laid over a previously prepared surface with machanical paver finisher to the required grade, lavel and alignment & rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 85 | Cum | |
| 9 | 9 | Providing, laying semi-dense bitumininous concrete with 100-120 TPH batch type HMP produsing an avreage output of 75 tonne per hour using crushed aggregates of specified grading , permixed with bitumininous binder (C.R.M.B.) @4.50 to 5 per cent of mix and filer, transporting the hot mix to work site , laying with a hydrostatic paver finisher with sensor control to the requried grade, level and alignment, rolling with smooth wheeled, vibratory and tendam rollers to achive the desired compacting as per MORTH specification clause 508 complete in all respect | 42.5 | Cum | |
| 10 | 10 | P/L of rubber moulded Zig Zag interlocking concrete Block pavements having thickness 80 mm. as per drawings and technical specification clause 1504.(SI. No. 6.7) | 945 | Sqm | |
| 11 | 11 | Earth work in excavation in foundation, pipes cable etc. in ordinary soil (loam clay or sand) including lift upto 1:5m lead upto 50 m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer I/C (Sl no. 251) | 98 | Cum | |
| 12 | 12 | Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand cement, in proportion 8:4:1 Including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI No. 281) | 2 | Cum | |
| 13 | 13 | Class 150 Brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation & plinth including supply of all materials, labour Tools & Plants etc. required for proper completion of the work. (S.I. 305) | 6 | Cum | |
| 14 | 14 | Cement concrete with 2 cm. gauge approved stone ballast, approved coarse sand cement, in proportion 4:2:1 Including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (S.I. 279A) | 11 | Cum | |
| 15 | 15 | P/L 12mm. Thick Plaster 1:4 Cement & Sand on brick work minimum thickness not less then 10mm with 1 part of cement and 4 part of find sand of 1.25 fineness modulus. Comlete with all respect as per (S.No. 584//2020-21) | 460 | Sqm | |
| 16 | 16 | R.C.C. work with cement, approved coarse sand and 2cm (3/4'') gauge approved stone ballast in the proportion of 1:1.5:3 excluding supply of rainforcement and its binding but including its fixing and binding wire copmlete with all respect. Excluding Shuttering | 150 | cum | |
| 17 | 17 | Mild steel Or iron work in plain work such as in RCC (when not included in over all rates) wrought to requerd shape as necessary including banding for proper completion of the work and including supply of steen, its wastage and hooks and authorised over lapping shall be measured (SI No…504/2020-21) | 142 | Qtl | |
| 18 | 18 | Boring of 30 cm. dia piles of single under reamed of 50cm dia of bulb and 3.5 meter-Depth in black cotton soil with and hand opreated auger machine. including supply of all materials, labour Tools & Plants etc. required for proper completion of the work (SI No. New itam-03) | 65 | Nos | |
| 19 | 19 | Shuttering for drain and other RCC work | 405 | Cum | |
| 20 | 20 | Providing, laying and spreading of specified graded aggregate (stone dust) in drainage layer in uniform layer on a prepared subgrade and compacting with with 8-10 T power roller MORTH specification No. 404.3.2 | 194 | Cum |
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