Construction work of CC road Connecting to Ramna Green Coal and C and D Waste Plant. Length 1.35 km

Amount

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

By Mix in Place Method (for GSB Grading-1 material) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be\ less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate\ conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in abatching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Earthwork in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I as per S.I. No. 251 (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8:4:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Plain/Reinforced cement concrete RCC-M-20 in super-structure complete as per drawing and Technical Specifications 1500, 1700 & 2200. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing weep holes in brick masonry/ stone masonry plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure slope of 1(V) 20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Stone Boulders pitching in apron including cost of Labour T&P etc, required proper completion of the work.(Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Supply of 900 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Struck pointing in 1:2 cement & fine sand mortar on brick work including supply of all materials, labour and T&P etc Requuired for proper completion of work as per S.I No. 576(B). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and Laying of Rubber moulded (Grey colour)Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)

Providing and Laying of Rubber moulded (Red colour)Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504wings and Technical Specification Clause 1504. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)