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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. (7.1.2) |
| 2 | Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.2)As Per Appendix \"B\" |
| 3 | Earth work in excavation of canal by hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (7.1.43.3)As Per Appendix \"C\" |
| 4 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.8) |
| 5 | Dewatering by 10 HP Diesel Pump |
| 6 | E/W in excavation of foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the toe of dam in the country side) within initial lead of 150 M and initial lift of 1.5M. all lifts as per specification anddirection of E/I. (5.1.8) |
| 7 | Providing coarse clean local sand in filling in foundation trenchesincluding ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37) |
| 8 | 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. (7.7.14) |
| 9 | Plain/reinforced Cement Concrete in open foundation complelte as per drawing and technical specations PCC Grade M15(12.8 A) |
| 10 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints to 12mm depth, curing scaffolding and its removal wherever required, royalty and all taxes etc. complete job as per specification and direction of E/I.(5.4.8) |
| 11 | 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 raking out joints, curing, scaffolding and its removal wherever required including royally and all taxes etc. complete job as per specificition and direction of E/l. (5.4.11) |
| 12 | Plain/reinforced Cement Concrete in sub-structure complelte as per drawing and technical specations PCC Grade M15(13.5 A {P}) |
| 13 | Supplying 300mm dia NP2 hume pipe with collors in line, level and grade as per IS 458-1971 all complete as per specification and direction of E.I. (M300 {v}) |
| 14 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors 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. (7.6.1.3) |
| 15 | 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.) |
| 16 | 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. (6.1.16) |
| 17 | Supplying 600mm dia NP2 hume pipe with collors in line, level and grade as per IS 458-1971 all complete as per specification and direction of E.I. (M300 {vii}) |
| 18 | Labour for laying, fitting and fixing 600mm dia NP2 hume pipe with collors 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. (7.6.1.5) |
| 19 | Supplying labour and equipment for digging well (vide classification of soil item-A) -do- -do- all complete Job as per specificition and direction of E/l. (3.1.64) DW& S |
| 20 | E/W in filling in foundation trenches or back filling -do- -do- all complete job as per specification and direction of E/I. (3.1.76) DW & S |
| 21 | Providing random rubble stone masonry in C.M. (1:4) in superstructure with hammer dressed stone of less than 0.03 cube meter in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screeningof material, scaffolding, raking out joints to 20mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (5.2.31) |
| 22 | Providing R.C.C. M-150 with nominal mix of (1:2:4) in lintel with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of requisite F.M (2.5 to 3) including screening, shuttening, mixing cement mortar in mixer and placing in position, vibriting, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per specification and direction of E/l. (3.1.68) DW & S |
| 23 | Supplying materials and labour for fixing 20mm dia M.S. bar steps in steining wall of 0.30 M interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. (3.1.71) DW & S |
| 24 | Providing 25mm cement plaster (1:4) with clean coarse sand of F.M 1.5 including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. (5.7.12) |
| 25 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (12.40) |
| 26 | Carriage of materials by truck :Cement :- Lead |
| 27 | Sand :- |
| 28 | Stone Chips :- |
| 29 | Bricks :- |
| 30 | Boulder :- |
| 31 | 300 mm dia Hume Pipe |
| 32 | 600 mm dia Hume Pipe |
| 33 | Steel |
| 34 | Goods & Services Tax (G.S.T.) @ 12% |
| 35 | Labour Cess @ 1% |
