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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 WRD, PART- A 2.02 ) |
| 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I. (7.1.43.1 WRD) |
| 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. (7.1.43.2 WRD) |
| 4 | Use rate of 10 H.P. Diesel Pump set for dewatering. ( PM- 29,PG - 83 WRD ) |
| 5 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of the same (beyond 50 m away from the top of dam in country side ) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. (5.1.8 WRD) |
| 6 | Providing brick flat soling work with designatioin 75A bricks joints filled with local sand free from clay contenets including royalty and all taxes etc. all complete as per specification and direction of E/I. (6.6.5 WRD ) |
| 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 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 WRD, 12.08A Case- II RCD ) |
| 8 | 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 raking out joints , 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 WRD, 4.28 PART A ) |
| 9 | Supplying and laying (properlyass per design and drawing)rip-rap with good quality of boulder 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 (PART A 6.8) |
| 10 | 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 where required royally and all taxes etc. complete Job as per specificition and direction of E/l. (6.4.11 WRD, 4.31 PART A ) |
| 11 | 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, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. (6.5.5 WRD, 3.12 PART A ) |
| 12 | Earth work in filling in foundation trenches or back filling of masonry structure with suitable 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 WRD) |
| 13 | Supplying of NP2 RCC Hume Pipe 300 mm dia. with collar as per specification and direction of E/I. ( PG-84, M-300 WRD) (ISS 458-1971-(V)) |
| 14 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materilas and jonts properly filled to make them water proof, all complete, as per specification and direction of E/I. ( 300 mm Dia.) ( 7.6.1.3 WRD ) |
| 15 | Supplying of NP2 RCC Hume Pipe 1000 mm dia. with collar as per specification and direction of E/I. ( PG-84, M-300 WRD) (ISS 458-1971-(V)) |
| 16 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materilas and jonts properly filled to make them water proof, all complete, as per specification and direction of E/I. ( 10000 mm Dia.) ( 7.6.1.7 WRD ) |
| 17 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, rammimg the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 BCD) |
| 18 | Providing coarse clean sand in filling in foundation treches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per approved design, building specification and direction of E/I. (5.1.10 BCD) |
| 19 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes and royalty all complete as per approved design, building specification and direction of E/I. (5.6.3 BCD) |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 ( 1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size ) (5.3.1.2 BCD) |
| 21 | Providing designation 75 B brick work in C.M.(1;6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per approved design, building specification and direction of E/I. (5.2.6. BCD) |
| 22 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (5.7.3. BCD) |
| 23 | providing 1.5 mm cement punning including curing ,carriage of water with all leads and lifts as per building specification and direction of E/I (5.7.11 BCD) |
| 24 | Providing G.I. Pipe (TATA mark or equivalent) do…do….. all complete as per approved design, building specification and direction of E/I. 65mm dia. (M930 k(vi)) |
| 25 | Cement - |
| 26 | Sand - |
| 27 | Stone Chips - |
| 28 | Boulder - |
| 29 | Bricks - |
| 30 | NP2 hume pipe 300 mm dia.- |
| 31 | NP2 hume pipe 1000 mm dia.- |
| 32 | Goods & Services Tax (G.S.T.) @ 12% |
| 33 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
