Agra Development Authority Tender

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 %.

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. (Presanctioned rate) 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 %

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.

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

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- 508 complete. in all respcts.

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.

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.. (391.25-(391.25*4%)=375.60

Providing and fixing Glow syuds of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a loard of 13635 kg tested in accordance with ASTM D4280. The slope of retro-reflective surface shall be 35(=/-5) degree tp base. The reflective panels on both side with at least 12cm of refrective area up each sie. The luminance intenssity should be as per the specification and shall be tested as describe in ASTM I: 809 as recommended inBS: 873 part 4: 1973. The studs shall be fixed to the road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-dharge. (16.50 DSR 2016. (159.10-(159.10*4%)=152.73

Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift up to 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth in to the trenches in to 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.(SI-251)

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)

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

P/F of 550*300*150 size M-20 grade precast central verje kerb stone including all material labour T&Petc all complete

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

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

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

Painting two Coat over old previously painted surface 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

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.

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 Slab 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. ( SOR-2017-18 284C)

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).