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| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, 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.5.1.3.1 Part BSl. 2.02Part A |
| 2 | E/w in exavationin canal by the hydraulic exacavator as per designed section in all kind of soil, soil mixed with kankar, pebbles, and boulders upto 300 mm size and disposal of spoil upto 10 m with all lift all compelete as per specification and direction of E/I. (7.1.43.1) WRD. Part -B |
| 3 | E/W in Exavation of canal by the hydrulic exacavator as per designed section in all kind of soil , soil mixed with pebble, and boulder upto 300 mm size and disposal of spoil upto 10 m with all lead and lift with all compelete job as per specification and direction of E/I. (7.1.43.2) Part -B |
| 4 | E/W in excavation ofcutoff trenches by hydraulic excavator in ordinary soil (vide classification of soil item A ) disposal of excavated earthso obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M as per specification and direction of E/I.WRD Part- B 5.9.1 |
| 5 | Providing Coarse clean sand local sand in filling in foundation treanched including ramming ,watering ,royalty and all other taxes compelete job as per specification and direction of E/I. 7.1.37 Part-B |
| 6 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I.7.7.14Part B |
| 7 | Providing P.C.C./R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required graded as per disign approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttening or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibr tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. BCD 5.3.1.2 |
| 8 | Providing random rubble stone masonary in CM (1:4) in foudation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5including cost of screening, raking out joints to 20mm depth, curing, taxes and royality etc. complete job as per specificition and direction of E/l. WRD Part-A5.2.28 |
| 9 | Providing random rubble stone masonary in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2 to 2.5) washed and screened with risking out joints to 20mm depth, curing scaffolding and its removal where required royalty and all taxes etc. complete Job as per specificition and direction of E. (Part-A (5.2.31) |
| 10 | Providing P.C.C./R.C.C. M-20 with nominal mix of (1:1.5:3) in various component of dam foundation with approved quality of 20mm graded coarse aggregate of required graded as per disign approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttening or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibr tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l.BCD 5.3.9.1 B.C.D |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete 5.3.17.1 BCD |
| 12 | Supplying 300mm dia NP2 R.C.C. Hume Pipe with Collar as per I.S.S. 458-1971 (P - 84 M-300 (V)) |
| 13 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line, level and grade, as well as providing approved jointing material and jointsproperly filled to make them water proof, all complete, as per specification and direction of E/I. 7.6.1.3 Part B |
| 14 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screenedand its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. WRD 7.5.5 (Comman-Part-A- 5.7.12) |
| 15 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. WRD Part-B 6.1.16 |
| 16 | S/F/F M.S. Gate (450 mm x 450 mm) size all complete job as per specification and direction of E/I. BCD 5.5.35 |
| 17 | Carriage of Materials :- (i)Cement |
| 18 | (ii)Sand |
| 19 | (iii) Stone Chips |
| 20 | (iii) Brick |
| 21 | (iii) Stone Boulder |
| 22 | (v) 300 mm dia NP2 Hume Pipe |
| 23 | GST 12% |
| 24 | Labour Cess 1% |
