}

Construction Of Rcc Drain -Dayalbagh Main Pushpanjali Sijanash Ke Dachhin Side Ke Bahar Ki Diwar Se Radhegreen Ke Samane Road Tak Sadak Tatha R . C . C . Nale Ka Nirman Kary . Hot Mix Plant Dharak, Agra-Uttar Pradesh

Agra Development Authority has published Construction Of Rcc Drain -Dayalbagh Main Pushpanjali Sijanash Ke Dachhin Side Ke Bahar Ki Diwar Se Radhegreen Ke Samane Road Tak Sadak Tatha R . C . C . Nale Ka Nirman Kary . Hot Mix Plant Dharak. Submission Date for this Tender is 27-07-2020. Prime Mover Tenders in Agra Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

24841665
Construction Of Rcc Drain -Dayalbagh Main Pushpanjali Sijanash Ke Dachhin Side Ke Bahar Ki Diwar Se Radhegreen Ke Samane Road Tak Sadak Tatha R . C . C . Nale Ka Nirman Kary . Hot Mix Plant Dharak
Open Tender
Indian
Uttar Pradesh
Agra
27-07-2020

Tender Details

construction of rcc drain -Dayalbagh Main Pushpanjali Sijanash Ke Dachhin Side Ke Bahar Ki Diwar Se Radhegreen Ke Samane Road Tak Sadak Tatha R . C . C . Nale Ka Nirman Kary . Hot Mix Plant Dharak

Key Value

Document Fees
INR 2800 /-
EMD
INR 327000.0 /-
Tender Value
INR 1.63 Crore /-

BOQ Items

Name of Work: Dayalbagh main Pushpanjali Sijanash ke dachhin side ke bahar ki diwar se radhegreen ke samane road tak sadak tatha R.C.C. nale ka nirman kary. Hot mix plant dharak
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. (SI. No- 253 a) BI01010001010000000000000515BI0100001113 1432 Cum
2 2 Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %. BI01010001010000000000000515BI0100001114 1470 Cum
3 3 Providing, laying, spreading and compacting greded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site. Laying in uniform layers in sub-base course on a well prepared underbase and compacting with power vibratory rollar to achive the desired density including lighting, guarding, barricating and maintenance of diversion etc. grading I density 2.2 ton/cum grading 53-22.40 mm @ 30 % , 22.40 - 4.75 mm @ 40% 2.36 mm and below @ 30 % BI01010001010000000000000515BI0100001115 1131 Cum
4 4 Supply of I shaped precast inter locking tiles of thicknass 60 to 100mm (compressive strength not less than 30 Mpa and weight 4.50kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope. filling joints with local sand all complete. 80mm thick Rubber molded. BI01010001010000000000000515BI0100001116 626 Sqm
5 5 Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer @ 0.75 kg/sqm using mechanical means. BI01010001010000000000000515BI0100001116 4522 Sqm
6 6 Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with mechanical broom including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 BI01010001010000000000000515BI0100001113 9949 Sqm
7 7 Providing and laying Bituminous Macadam with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours useing crushed aggregate of specified grading (25-10 mm 40%, 10-5 mm 40% , 5mm and below 20%) premixed with bituminous binder @ 3.3 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No- 501.6 & 501.7 complete. in all respcts. BI01010001010000000000000515BI0100001114 548 M.T.
8 8 Providing and laying Semi dense bituminous concrete with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours using crushed aggregates of specified grading (9.50-4.75mm @ 57%, 4.75mm and below 41 %, Filler -2%) premixed with bituminous binder @ 4.5 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No- 508 complete. in all respcts. BI01010001010000000000000515BI0100001115 287 M.T.
9 9 Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.. BI01010001010000000000000515BI0100001116 274 Sqm
10 10 Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches. (S.I.No.251) BI01010001010000000000000515BI0100001116 303 Cum
11 11 Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (S.I No. 281) BI01010001010000000000000515BI0100001113 101 Cum
12 12 Class-150 brick work in 1:4 Cement and coarse sand of 1.25 finessmodulus mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per direction of E/I.(S.I.No.305) SOR 2017-18 BI01010001010000000000000515BI0100001114 59 Cum
13 13 Providing and laying cement concrete in 1:1½:3 of not less than strength of M-200 stone grit (2cm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of E/I. (S.No.279 b) SOR 2017-18 BI01010001010000000000000515BI0100001115 13 Cum
14 14 R.C.C work with cement approved coarse sand and 2 cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including necessary centering and shuttering etc. and also including supply or all materials abour and TY & P etc. required for proper completion of the work strength of the concrete shall be not less than M-200, 284 C ( A ) Raft Foundation BI01010001010000000000000515BI0100001114 136 Cum
15 14.1 ( B ) Column BI01010001010000000000000515BI0100001115 185 Cum
16 14.2 ( C ) Slab BI01010001010000000000000515BI0100001116 26 Cum
17 15 12mm Thick cement plaster in 1:4 Cement & coarse sand of 2.25 F.M. in single coat on fair side of single or half brick thick wall for interior plastering upto floor two level including brick wall for plastering upto two floor level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. No extra for mixing (Chapter 12 NBO 17.58) SOR 2017-18 BI01010001010000000000000515BI0100001116 189 Sqm
18 16 Painting two Coat over Priming coat including steel and other matel surfaces upto 10cm. Width or girth or small articles not exceeding 0.10 Sqm In area with superior synthethic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified brushign to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and scapping including cost of all materials, labour, T&P etc. required for proper completion of the work. SOR 2017-18 BI01010001010000000000000515BI0100001113 204 Sqm
19 17 Dismentling existing plaster including disposal of refuse as directed by Engineer-In-charge within a distance of 60 meters. BI01010001010000000000000515BI0100001114 78 Sqm
20 18 Mild street or iron work in plain work such as reinforced concrete or reinforced brick ( when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized overlapping shall be measured up to floor two (S.I.No-504). BI01010001010000000000000515BI0100001115 341 Qtl
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