Widening and Strengthening of Sumerpur Devgaon Patyora road

Amount

Excavation of road embankment for making base by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of granular sub-base (GSB) by providing well graded material spreading in uniform layers with mortor grader on prepared surface. Mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the density, complete as per Technical Specification Clause 401. as per direction of Engineer-in-charge.

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.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 a batching 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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1.

Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

Supplying, laying and consolidation of coarse sand of good quality in foundation in compacted thickness of 15 Cm by hand rammer including cost of all materials, labour, T&P etc. required for porper completion of work as per direction of Engineer-in-charge.

PCC work in foundation below parapates with 40 mm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including compaction by hand rammer & also including collection & cost of all materials, labour, T&P etc. required for proper completion of the work as per SI No. 280 & specification No. 5.1 of UP PWD.

Supply and laying of 900 mm dia NP-3 hume pipe including cost of pipe loading unloading cartage upto site & all labour T&P ect for proper completion of work

Supply Laying & fixing of 600 mm dia NP-3 RCC Hume Pipe (S & S type) in position, filling required jute & cement in joints including carriage of Hume Pipe laid on road near by site of work including cost of all materials (except cost of Hume Pipe) labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Class-150 Brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and tools and plants etc. required for completion of the work. S.I. No. 305

Class-150 brick work in 1:3 cement and fine sand of 1.25 fineness modulus mortar in Superstruter including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Struck cement pointing with 1:2 cement and fine sand of 1.25 fineness modulus mortar with colouring materials to match the brick work colour including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

12 mm thick plaster on brick work not less than 10 mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all material labour, T&P etc. required completion of the work as per direction of the Engineer-in-charge. (SI.No.584)

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost.

RCC Developers ltd.

M/s Chopra Traders