Renovation Of Baghi Ahar Pyne-1 Earth work by excavtor and spreader or tractor- leveller in lower level canal or flood embankment or dhar (Like, Minor, Sub -minor, Jamindari bundh, Pynes etc where tipper is not needed) all types of work like filling and making of canal banks or embankment of earth free from logs, roots or any other gradients, desilting of canal bed and dhar in proper profile with dressing and finishing including new construction, repair or restoration in odinary soil including cutting, loading, carriage from pit to banks or embankments, unloading, spreading, clod-breaking and laying in layers properly with lead below 15 metre and with.all lifts all complete job as per specifications and direction of E/I (mode of measurement-sectional measurement of compacted earth) NOTE :- Add Royality of Earth Rs. 33.00 Where needed without overhead charge & C.P. (5.1.47) 2 Earth work in excavation in trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to a distance upto 50 M and Av. Lift of 1.5 M including levelling, ramming the foundation trenches removeing the roots of shurbs etc. all complete job as per specification and direction of E/I (5.1.27) 3 Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item F) all complete as per specifications and direction of E/I (5.1.11) 4 Providing coarse clean sand filling in foundation trenches or in plinth including ramming and watering in layer exceeding 150 mm thick with all leads including the cost of material and labour royalty and taxes all coplete as per building specification and direction of E/I (mode of measurement compacted volume) (5.1.37) 5 Providing brick flat soling work with designation 100A bricks joints filled with coarse sand of approved quality including royalty and all taxes, all complete as per approved design, specification and direction of E/I (5.7.14) 6 Providing and laying P.C.C. or R.C.C. M150 with nominal mix of (1:2:4) in foundation of various component of canal or embankment structure with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of required F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as reinforcement, its cutting, bending binding and placing complete job as per specification and direction of E/I (5.3.4) 7 Providing and laying P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3 ) in foundation of various components of canal or embankment structures with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of requisite F.M washed and screened including necessary tools and plants, vibrating, curing. royalty etc. excluding cost of form work as well reinforcement, its cutting, bending, binding and placing complete job as per specifications and direction of E/I (5.3.5) 8 Brick work in designation 100A Brick with cement mortar (1:4) in foundation with approved quality coarse sand of requisite F.M. washed and screened without joints to 12 mm depth, curring, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I (5.4.2) 9 Brick work in designation 100A Brick with Cement mortar (1:4) in super structure with approved quality coarse sand of requisite F.M. washed and screened without joints to 12 mm depth, curring, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I (5.4.6) 10 Providing shuttering including strutting, proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I (5.3.18 / 5.3.19) 11 Providing centering including strutting, proping etc. and removing after use in deck slab as per specifications and direction of E/I (5.3.20) 12 Providing and laying P.C.C. or R.C.C. M-150 with nominal mix of (1:2:4) in super structure of various component of canal or embenkment structure with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of required F.M. wased and screened including necessary tools and plants, vibrating, curing royaity and all taxes etc. excluding the cost of form work as well as reinforcement, its cutting , bending, binding and placing complete job as per specification and direction of E/I(5.3.9) 13 Providing and laying P.C.C. or R.C.C. M150 with nominal mix of (1:2:4) in Deck Slab with approved quality of graded coarse aggregate of required grade (as per design) and approved quality sand of required F.M. washed and screened including necessary tools and plants, vibrating, curing royalty and all taxes etc. excluding the cost of form work as well as reinforcement, its cutting, bending binding and placing complete job as per specification and direction of E/I (5.3.12) 14 Providing 12mm thick C.P.(1:4) with approved quility sand of requisite F.M. wased and screened including curing, scaffoleding wherever required and its removal royalty and all taxes etc. complete job as per specification and direction of E/I (5.5.2) 15 Providing 1.5 mm thick cement punning including curing, royalty and all taxes etc. complete job as per specification and direction of E/I (5.5.10) 16 Labour charge for laying, fitting and fixing NP2 300mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I (5.6.1.3) 17 Supply NP2 HP 300 mm dia pipe [Ref. Code 1703] 18 Labour charge for laying, fitting and fixing NP2 600mm dia H.P. with collars in line, level and grade as well providing approved jointing materials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I (5.6.1.5) 19 Supply NP2 HP 600 mm dia pipe (Ref. Code 1706) 20 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M. washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I (5.3.17) 21 Providing and laying jhirries in 50 mm gap of CC block as per specification and direction of E/I 22 Providing and laying dry pitching with precast cement concrete block 600 mm x 600 mm x 300 mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M washed and screened including necessary form work, tools and plants, vibrating, curing as well royalty and all taxes complete job as per specifications and direction of E/I (M006 + 5.7.13) 23 Providing M.S reinforcement (Tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding, including supplying annealed wire, placing M.S rods in position complete job as per specifications and direction of E/I (5.3.22) a) T.M.T GRADE FE-500-08 MM DIA. b) T.M.T GRADE FE-500-10 MM DIA. c) T.M.T GRADE FE-500-12 MM DIA. d) T.M.T GRADE FE-500-16 MM DIA. e) T.M.T GRADE FE-500-20 MM DIA. f) T.M.T GRADE FE-500-25 MM DIA. 24 Providing weep holes with dry graded stone metal filters of 20mm to 40mm size in abutment and wing wall all complete job as per specification and direction of E/I (5.8.6.a) 25 Supply & Labour charge of stone boulder for pitching work on apron slope of bank with stone boulder duly packed (Uncreated complete job) materials within 50 m lead with all lifts, all complete as per approved design, specifications and direction of E/I (5.7.18.2 + M003) 26 Supply for fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E/I (M012) 27 Supply for laying gravel filter (size 5mm to 15 mm) in filter blanket in the toe drain (in horizontal portion) of the dam as per design and drawing including cost of materials royalityetc but excluding the cost of carraige all complete job as per specification and direction of E/I (7.6.2) 28 Labour for laying fine filter (Sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc.all complete job as per specification and direction of E/I (5.7.13) 29 Providing, fittings & fixing of M.S. Iron Gate (1.80 x 1.50 M) 8 mm Thick MS Plate and all complete job as per specification & direction of E/I 30 Making 25 cm (120) dia bore upto 4 mtr. Depth below ground with hand auger of approved quality in ordinary soil (vide classification of soil item A) true to plumb and without eccentricity in any stage of operation and disposal of the excavated earth upto 50 mtr., lead in eluding all lifts, all complete as per approved design and direction of E/I (Details of cost for 4 piles of 4 m = 16 mtrs. depth) (BCD - 20.3A.1) 31 Earth work in filling in foundation trenches and back filling of structure in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finely dressed with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I (5.1.31) 32 Carriage of materials a) Cement b) Sand c) Bricks d) Stone Chips e) Local Sand f) NP2 H.P. 300 mm dia g) NP2 H.P. 600 mm dia h) Boulder i) MS Reinforcement j) Gravel
