Tender For Cc Work From Bareilly Road To Dania Fatehpur Link Road - Earth Work In Cutting Or In Embankment In Oridinary Soil, Excavation To Be In The Form Of Regular Pits Not Exceeding 0.5 M In Depth And Earth Work In Embankment To Be In 20 Cm Layers,Incl, rampur-Uttar Pradesh

Tender For Cc Work From Bareilly Road To Dania Fatehpur Link Road - Earth work in cutting or in embankment in oridinary soil, excavation to be in the form of regular pits not exceeding 0.5 M in depth and earth work in embankment to be in 20 cm layers,including ramming and dressing the surface to required levels and slopes and also including 1.50 M lifts and 30 M lead,including its loading, unloading, carriage and all labour andT&P etc. required for proper completion of work. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by E-in-Charge. 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 4 Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavementas per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc. as per new Item 4og Ch 20 5 Excavation in foundation in ordinry soil (Loam Clay or sand) including lift upto 1.50 meter and lead upto 30 m all completion of the work (Sl No.251)U Type Drain 6 Concrete with the 4.00 cm gauge brick ballast fine sand of 1.25 finess modulus and cement in the proporation 12:6:1 in foundation and under floor including supply and material all completion of the work (SI No.273) 7 M- 150 brick work in 1:4 cement and approved Coarse Sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. Required for the proper completion of the work. (SI. No. 307A) 8 Cement concrete with 2.00Cm gauge approved stone grit, approved coarse sand & cement in the proportion of 4:2:1 including supply of all mateirals, labour and T&P etc. Required for the proper completion of the work.(S.I. 279A)Top 9 12 mm thick plaster with cement and and approved coarse sand in 1:4 over brick work minimum thickness not be less than 10m all completion of the work (SI No.584) 10 Mild steel or iron in plain work such as reinforced concrete or reinforced brick work wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bond hooks SI No. 504 11 Supply and fixing 80 mm thick precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658- 2006 with a 4 cm thick layer of fine sand including cost of material, labour, T & P TAXES etc required for proper completion of the work as directed by Enginner-in-charge. (1) Grey Color. Chapter-23 Item No.5 12 Supplying & Fixing of retro reflective sign board with a corrosion resistant 4 mm thick aluminium composite panel (HIP type IV) as per approved design & drawing. Retro Reflective (HIP type IV) sign board warranty upto 7 years. Rate includes fabrication, supply of materials, transportation and erection of the signage structure for proper completion of work. 13 Maintenance of Bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc. restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and traimming of grass and weeds etc mentioned in GO No.55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.2022 & Enc letter No. 14 BDD-1 (NH)/40 MT-11/ 2024 Dated 03.01.2024 subjected to approval from Govt. maintence of 1st Year after completion of work @ Zero % of Total work amount of Item 1 to 10 Maintainance of first Year @ 0.00% of Total Work Amount of CC Area 14 Maintainance of Second Year @ 0.25% of Total work Amount of CC Area 15 Maintainance of Third Year @ 0.50% of Total work Amount of CC Area 16 Maintainance of Fourth Year @ 0.75% of Total work Amount of CC Area 17 Maintainance of Fifth Year @ 1.00% of Total work Amount of CC Area

INR 9794 /-

INR 55.28 Lakhs /-

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