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| 1 | Jungle clearance including weeding out shrubs and small trees up to 150 mm dia and their removal as per specification and direction of E/l. (5.1.3.1Part B Sl. 2.02 Part A) |
| 2 | Earth work in excavation of cutoff trenches by hydaulic M/C in grade A & B type of soil including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same beyond 500 m upto 1 kmaway from centre of the trench with all lifts by tipper including construction & maintainance of haul road all complete per direction and specification of E/l. (5.1.9.2 Part B) |
| 3 | Earth work in excavation of cut-off trenches by thr hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C ) with disposal of spoil beyond 150m from centre of trench but upto 500 M with all lifts by tipperincluding construction & maintainance of haul road all complete per direction and specification of E/l. (5.1.11.2 Part B) |
| 4 | Providing and laying P.C.C. or R.C.C. M 150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20 mm 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 formwork as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I. (5.3.6 Part B [12.8 A] RCD) |
| 5 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/l. (5.4.8 Part B 5.2.28 BCD) |
| 6 | Providing rough dressed coarse stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (5.4.11 Part B 5.2.31 BCD) |
| 7 | Providing P.C.C. or R.C.C. M -200 with nominal mix of (1:1½:3) in various componest of dam superstructure with approved qaality of 20mm graded coarse aggregate of required graded as per design approved quqlity of sand of requisite F.M (2.5 to 3) washed and screened including 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. (5.3.11 Part B [14.1 (A ) Case I RCD) |
| 8 | 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 screened including curing, scaffoldingwherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. (5.5.5 Part B Sl 3.12 Part A) |
| 9 | Providing T.M.T. reinforcement (torn steel as per approved design drawing. Removal of rest cuitting, bending, binding including supplying annealed wire placing rod in position all complete job as per specification and directions of E/l. (5.3.15(a) Part B 5.5.5 (A) BCD) |
| 10 | Providing weep holes with dry grade stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l. (6.7.6 Part B Ch-13, 13.08 RCD) |
| 11 | Providing and laying with good quality of boulder duly packed as per specification and direcition of E/I. (5.6.4 Part B 5.6.4 part A) |
| 12 | Dewatering by 10 HP diesel pump all complete job. (PM-29(P-83)-10 Part B) |
| 13 | Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5mcomplete asper specification and direction of E/I. (6.1.16 Part B) |
| 14 | Supplying 300mm dia NP2 R.C.C. Hume Pipe with Collar as per I.S.S. 458-1971 (P - 84 M-300 (V)) |
| 15 | 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) |
| 16 | Carriage of materials by diesel truck including loading at source, unloading at work site and stacking properly, labour etc. all complete as per direction of E/I.Cement - |
| 17 | Sand - |
| 18 | Stone Chips - |
| 19 | Boulder - |
| 20 | Hume Pipe (300mm dia) - |
| 21 | Steel - |
| 22 | Goods & Services Tax (G.S.T.) @ 18% |
| 23 | Labour Cess @ 1% |
