Construction of Single Check Dam on Jhariya Nala

Jungle clearance in borrow area,building premises,flanks and slopes on the road,canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I.(Specification revised in meeting of regional Co-ordinators held on 11.01.84 in the office of T.E.C.) (Vide Item No.5.1.3.1 of WRD Part-B, Pg No.-97) / Common Part-A Page No.-195 Sl. No.- 2.02

Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A)and disposal of excavated earth so obtained (50M. away from the edge of the tenches)with initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I.(Vide Item No. - 6.1.8 of WRD Part -B ,Pg No.-119)

Earth work in excavation of foundation trenches of as per design section in ordinary or soft rock (vide classification of soil item -C)and disposal of excavated materials so obtained (50M. away from the edge of the trenches.)with initial lead of 150M and initial lift of 1.5M in ordinary or soft rock (where blasting is not required ) .as per specification of direction of E/I.(Vide Item No. - 6.1.11.2 of WRD Part -B , Pg No.-119)

Providing and laying P.C.C or R.C.C M150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibra tion, curing, royalty all taxes etc. complete job as per specification and direction of E/l. (Vide item No.- 5.3.6 of WRD Part- B, Pg No.- 109) / Item No.-5.3.1.2 of BCD Part- B , Pg No.- 106

Providing rough dressed random rubble stone masonary in CM (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required royalty etc. complete job as per specificition and direction of E/l. (Vide Item No.-5.4.8 of WRD Part- B, Pg No.- 111) /Vide Item No.- 5.2.28 of Common Part-A , Pg.No.-204

Providing rough dressed random rubble coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal wherever required royalty etc. complete job as per specificition and direction of E/l. (Vide Item No.- 5.4.11 of WRD Part- B, Pg No.- 111) / Vide Item No.- 5.2.31 of Common Part-A , Pg.No.-204

Providing and laying P.C.C. or R.C.C. M -200 with nominal mix of (1:1.5:3) in various componet of dam superstructure with approved quality of 20mm graded coarse aggregate of required graded as per design approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttering or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibration, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. (Vide Item No.- 5.3.11 of WRD Part- B, Pg No.- 109) / Vide Item No.-5.3.9.1 of BCD Part- B, Pg.No.-107.

Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.(Vide Item No. 6.7.6 of WRD Part -B, Pg No.- 131 ) / Vide Item No.- 6.7.6 of Common Part-A,Sl No.- 6.9, Pg No.-209.

Providing 25 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l.(Vide Item No. 5.5.5 of WRD Part -B, Pg No.- 113) / V ide Item No.- 5.7.12 of Common Part-A, Pg No.-200

Providing shuttering, including strutting, proping etc. and its removal after use in foundation work as per specification and direction of E/I. (Vide Item No.- 5.3.17 of WRD Part- B, Pg No.- 110)