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| 1 | 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 up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.1, Part - B, |
| 2 | E/W in excavation and filling in canal by the hydaulic excavator as per designed section in ordinary soil (vide classification of soil item -A ) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500m but upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete ap per specification and direction of E/I. vide item 7.1.43.5) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed),vide type of soil item -C With disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.6, Part - B, |
| 4 | Dewatering by 10 H.P. Diesel pump set (Vide Item Code P.M. - 29, Page -83 WRD) |
| 5 | 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. (Part - B 5.1.3.1, Part - A 2.02) |
| 6 | Earth work in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) and rennovation of pynes etc disposal of excavated earth etc. in ordinary soil including rough dressing with initial lead of 10M and lift of 1.5 M as per specification and direction of E/I. (Part - B 7.1.20) |
| 7 | Extra for earth work in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5 m. as per specification and direction of E/I. (Part - B 5.1.21.1 WRD |
| 8 | Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. 5.10.1BCD |
| 9 | Earth work in excavation of foundation trenches in ordinary soil (vide classiffication of soil item - A) and disposal of excavated earth so obtained to a distance up to 50 M and Av. lift of 1.5 M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (Vide Item No. 7.1.27 Part - B,) |
| 10 | Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, and all other taxes complete job as per specification and direction of E/I. (Vide Item no. 7.1.37, Part - B |
| 11 | Providind brick flat soling work with designation 75A bricks joints filling with local sand free from clay contents including royalty etc. all complete job as per specification and direction of E/I. (Vide Item no. 6.6.5 Part - B) |
| 12 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. including cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. ( Vide Item No. 7.3.4, Part - B/ 5.3.1.2 BCD) |
| 13 | Brick work in designation 75A Brick with Cement mortar (1:4) in foundation with approved quality of coarse sand of requisit F.M. (2.5 to 3.0) washed and screened with rackingout joints to 12 mm depth curing, scafolding and its removel where ever required including royalty and all taxes etc. complete job as per specification and direction of E/I. (Vide Item Code 7.4.2 Part - B,/ 5.2.2 Part - A |
| 14 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in superstructure of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. excluding cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. (Vide Item No. 7.3.9 Part - B / 5.3.2.2 BCD) |
| 15 | 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 |
| 16 | Providing 12 MM thick Cement Plaster (1:4) with approved quality of sand of requisit F.M. (2.5 to 3.00) washed and screened including curring, scafolding where ever required and its removal, royalty and all taxes etc. complete jobe as per specification and direction of E/I (Vide Item no. 5.5.2 Part - B, Page no. 95/ 5.7.2 BCD ) |
| 17 | Providing 1.5 MM thick Cement Punning including curing etc. complete job as per specification and direction of E/I. (Vide Item No. 7.5.10 Part - B/ 5.7.11 BCD) |
| 18 | Supplying of 600 MM dia NP-2 R.C.C., Hume Pipe with collar as per I.S.S. 458 - 1971 Vide Item Code : M - 300 - V, Page-84 WRD) |
| 19 | Labour for laying, fitting and fixing 600 MM dia N.P. - 2 HP 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. (Vide Item no. 7.6.1.5, Part - B |
| 20 | Providing 75A B/W (1:6) in foundation all complete as per the specification & direction of E.I. (7.4.4 - WRD )/5.3.2 BCD |
| 21 | Labour for laying, fitting and fixing NP2 hume pipe 150 mm dia.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 7.6.1.1) |
| 22 | Cost of NP2 Hume Pipe all complete as per the specification & direction of E.I. (Page - 84, M300 WRD ) |
| 23 | Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). (5:1:10/ B.C.D.) |
| 24 | Providing Brick Flat Soling all complete as per specification and direction of E/I. (5.6.1/B.C.D) |
| 25 | Providing P.C.C. - do - do - (1:1.5:3) in foundation all complete as per specification and direction of E/I. (5.3.2.1 / B.C.D.) |
| 26 | Cost of NP2 Hume Pipe 900mm all complete as per the specification & direction of E.I. (Page - 84, M300 WRD ) |
| 27 | Labour for laying, fitting and fixing NP2 900 mm dia to 1000 mm dia hume pipe in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I (Hume pipe available within a lead of 40 m.) (Part-B 7.6.2.4/ W.R.D.) |
| 28 | Providing R.C.C. (1:1.5:3) in Deck slab all complete, job as per specification and direction of E/I (6.3.12/W.R.D)/5.3.10 BCD |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. 5.3.17.3 BCD |
| 30 | providing Tor steel reinforcement of 8mm dia rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for SAIL & TATA STEEL) 5.5.4 |
| 31 | Providing 12 mm 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 specition and direction of E/I (5.7.3 BCD) |
| 32 | Labour charges for taking out distrub boulder from boulder pitching or rip-rap or roke toe etc. And cleaning the surface and staking the same within a lead of 100 M as per specification and direction of E/I (Vide Item no. 7.7.41 Part - B) |
| 33 | Sypplying and laying, boulder in rock toe, heel tranches of the dam as per designe, drawing including the cost of materials, royalty and all taxes . but excluding the cost of carriage all complete as per specification and direction of E/I. (Vide Item No. 5.6.4 WRD)/ 6.4 PART A |
| 34 | Scraping plaster in lime or Cement Mortar from Brick / Stone Masonary of old plaster and pointing in cement or lime and raking out joints to 15 mm depth watering and disposal of unserviceble maerials with all leads all complete as per direction of E/I. (Vide Sl. No. 2.04 (viii), Part - A , Page no. 233 |
| 35 | Dismentaling plain cement or lime concreet grade M-15 and M - 20 work including staking within 50 M lead and disposal of unserviceable materials with all lead comoplete as per direction of E/I. (Vide Sl. No. 2.04 B, Part - A, P-227 |
| 36 | Providing 25 MM thick C.P. (1:4) with approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. (Vide Item No. 7.5.5, Part - B / 5.7.12 B.C.D |
| 37 | Sypplying and laying sand filter on slop of the dam as per design, drawing with watering and compaction including the cost of materials, royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (Vide Item No. 5.6.5 Part -B/6.6 Part - A |
| 38 | Labour charges for pitching with stone boulder dully pcked in slope and apron with materials within 150 M of work site and all lifts as per specification and direction of E/I. (Vide Item No. 6.6.6 Part - B WRD |
| 39 | Supplying of stone boulder with minimum size of 300 mm for pitching (vide Item Code - M - 018 Part - B, page no. - 81, |
| 40 | Providing randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. (Vide Item Code 7.4.10 Part - B, / 5.2.28 BCD |
| 41 | Carriage of materials (a) Cement Lead 40 KM Surface Road |
| 42 | (b) Sand Lead 07 KMP |
| 43 | (c) Stone Chips Lead 35 KMP |
| 44 | (d) Bricks Lead 30 KMP |
| 45 | (e) 600 MM H.P., N.P- 2 Lead 100 KMP |
| 46 | (f) Hume Pipe 150 MM |
| 47 | ( g) Hume pipe 900 dia |
| 48 | (h) Boulder – lead of 25 Km Surfece Road |
| 49 | GST - 12% |
| 50 | Labour cess -1% Please Enable Macros to View BoQ information |
