Construction of Dyke and 2nd Stage Concrete for erection of Stop Log at Ds of Barrage at TLD-III PS

Amount

Construction of Embankment with Material Obtained from Borrow Pits :Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 for Rural Roads of MORD. (a) Zone 1A material impervious core

Construction of Embankment with Material Obtained from Borrow Pits :Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 for Rural Roads of MORD.(b) Carriage of Sand, Moorum and similar materials over pucca road with a lead of 16KM

Construction of Embankment with Material Obtained from Borrow Pits :Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 for Rural Roads of MORD (c).loading, unloading and stacking by Manual Means.Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including arriage by head load up to a lead of 50.00 m at each of the two points.Earth

Construction of Embankment with Material Obtained from Borrow Pits :Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 for Rural Roads of MORD. (d) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Supply of Non woven 300 GSM Geo Bags as per ASTM specification including storage & transportation at site. (1.0m x 0.7m)

Supply of HDPE geoMembrane liner as per ASTM specification having thickness 500 Microns including storage & transportation at site.

Supply of Non woven Geotextile of 250 GSM including storage & transportation at site.

Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching.

Supply of empty cement bags in good condition

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags.

Cost of sand (Fine)(Grading Zone III as per IS:383-1970

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine ggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all aterials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M30,Height upto 5m,Using concrete Mixer

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as perspecification and direction. Where staging is required.

Chipping of unsound/weak concrete material from slabs, beams,columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges,making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge 50mm average thickness

M/S KRISHNA GUPTA

M/S BUDHIRAJ LAMA