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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 specification and direction of E/l. (WRD Part B 6.1.3.1) |
| 2 | 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 trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.6.1.8) Part B |
| 3 | Earth work in excavation of foundation trenches as per designed section in ordinary or soft rock (vide classification soil item-C) and disposal of excavated materials so obtained (50m away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(6.1.14.2) |
| 4 | 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 eoarde 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 tolls and plants and vibra tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. (6.3.3) |
| 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. (6.4.8) |
| 6 | Providing rough dressed 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 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. (6.4.11) |
| 7 | Providing P.C.C. M-150 with nominal mix of (1.2.4) 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. (6.3.3) |
| 8 | Providing R.C.C. M-200 with nominal mix of (1:1½:3) in various componest of dam superstructure with approved quality 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. (6.3.9) |
| 9 | 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) |
| 10 | 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. (6.5.5) |
| 11 | Supplying and laying boulder in the rock toe, heel trenches of the dam as per design and drawing including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direcition of E/I. (5.6.4) |
| 12 | Providing M.S. reinforcement (TMT steel) as per approved design drawing, removal of rest cuitting, bending, binding including supplying annealed wire placing M.S. rod in position all complete job as per specification and directions of E/l. (Comm. Part A 13.6) |
| 13 | Earth work in filling of masonry structure with semipervious or suitable earth in layers not exceeding 150mm thick, well watered, rammed and fully compacted and finally dressed with earth obtained after cutting from borrow pits with initial lead of 30M. and initial lift If 1.5M. as per specification and direction of E/I. (6.1.16) |
| 14 | Supplying, laying, fitting and fixing 300 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specifications and direction of E/I.(S.O.R. Item No. : Page-28, M-300) |
| 15 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete,as per specification and direction of E/I.( Part B 7.6.1 & 7.6.1.3 ) |
| 16 | Dewatering by 10HPdiesel pump per hour for dewatering during the construction ofweir as per specification and direction of E/I. (S.O.R. 15PM 29) |
| 17 | .Cost of carriage of materials : Cement |
| 18 | Sand : |
| 19 | Stone Chips : |
| 20 | Boulder : |
| 21 | HUME PIPE( 300 mm) |
| 22 | Steel : |
| 23 | Goods & Services Tax (G.S.T.) @ 12% |
| 24 | Labour Cess @ 1% |
