Strengthening of lining work and jungle clearance of OR-36, OR-37, OR-40 and OR-42 and its Sub-minor and water coarse of CLMC.

Clearing grass and removal of rubbish upto distance of 50 metres outside the periphery of the area.

Earthwork in filing in flood embankment canal banks(canal dischcharge upto 28 cumecs) as well as special repair of embankment and canal banks in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots or any other ingredients etc. with initial lead of 15 M and initial lift of 1.5 m including breaking clods to maximum50 mm cube placing the earth in layers not exceeding 225 mm thick complete as per specification and direction of E/I.(Mode of measurement -sectional measurement shall be of compacted earth)

Watering and Consolidation of Earth laid in 150 mm to 225 mm layer by manual labour with C.I hammer to achieve minimum 85 % of maximum dry density including supply of water and necessary tools and plants with all lead and lift all complete as per specification and direction of E/I

Providing P.C.C M-100 with nominal mix of (1:3:6) with approved quality of graded stone chips (20 mm and down) and coarse granular sand of requisite F.M(2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal ,curing,royalty and all other taxes,complete job as per specification and direction of E/I.(7.3.1 WRD)

Providing and placing sand filter free from clay and other organic materials (FM. 25 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/l. (where depth of cutting is more than 6M (20ft) (Assuming 2.832 cuml) (7.2.8)

Providing and laying hessian cloth in slope as per specification and direction of E/I. (M-268, P-61)

Supplying laying and fixing seperation membrane of impermeable plastic Sheeting 125 micron thick. (JH-SOR-WRD-M-072, P-35)

Providing 100 mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20 mm and down) and coarse sand of approved quality of required F.M(2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal ,curing,royalty and all other taxes,complete job as per specification and direction of E/I.

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.(5.10.2 BCD)

Earthwork in excavation in foundation trenches in ordinary soil (vide classlflcatlon Of soil Item-A)and disposal of excavated earth as Obtained ( 50M away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5m as specification and direction of E/I. [WRD 6.1.8]

Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/A. (6.1.9)

Providing and laying P.C.C. or R.C.C. M-150 with normal mix of (1:2:4) in foundation of various components of canal or embankment structures with approved quality of 20mm graded coarse aggrergate of required grade (as per design) and approved quality of sand of sand of requisite F.M.(2.5 to 3.0) washed and screened including necessary tools nand plants, vibrating, curing royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting bending, binding and placing complete job as per specification and direction of Ε/Ι.BCD (5.3.1.2)

Providing and laying cement concret in retaining walls,return walls,walls( any thickness) including attached pilasters,columns,piers, abutments,pillars,posts,struts,buttress, string or lacing courses, parapets,coping,bed blocks,anchor blocks,plain window sills,fillets,sunken floor etc, up to floor five level,excluding the cost of centering,shuttering and finishing: 1:2:4 (1 cement :2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size.[BCD 5.3.2.2]

Providing Tor steel reinforcement of 10 mm dia. bar s as per approved design and drawing with cutting, bending, and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per specification and direction of E/I. (a) 10mm (TMT coil Fe500 ) {Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels Ltd and Vizag (RINL)} [BCD 5.5.5(a) ]

Providing shuttering including stutting proping etc. and its removal after use in foundation as per specification and direction of E/1.(7.3.18)

Providing shuttering including stutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I.(7.3.19)

Earth work in filling foundation trenches and back filling of structures in layer not exceeding 150mm. Thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches ad placed in a suitable profile within a lead of 30M and 1.5M complete job as specification and direction of E/I. 7.1.31

Carriage of materials at site (i) Cement - 72 KM

(ii) Sand - 17 KM

(iii) Stone chips - 75 KM

(iv) Steel - 72 KM

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