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| 1 | Jungle clearance including weeding out shrubs, small trees upto 150m girth and their removal as per specification and direction of E/I. Part - A Common item of work - P-195 & S.No. - 2.02 |
| 2 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of 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. Part-B , ( W.R.D) P-138 & S.No. 7.1.43.1 |
| 3 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including costruction and maintenance of haul road all with excavated earth in proper profile and clod breaking and layering earth in 225mm layers all complete as per Specification and direction of E/I. Part-B , ( W.R.D) P-138 & S.No. 7.1.43.2 |
| 4 | Dewatering by 10 H. P. Diesel Pump set - do - do- all complete as per direction of E/I. ( W.R.D) P-83 & S.No. -10,&PM - 29 |
| 5 | Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including costruction and maintenance of haul road all with excavated earth in proper profile and clod breaking and layering earth in 225mm layers all complete as per Specification and direction of E/I. Part-B , ( W.R.D) P-138 & S.No. 7.1.43.2 |
| 6 | E/W 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 ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. W.R.D Part-B, P- - 119 ,Item no.- 6.1.8 |
| 7 | Providing and laying PCC M150 with nominal mix of (1:2:4) in various components of barrage foundation-do-do- all complete as per specification and direction of E/I.BCD, Part - B , P-106 , Item no- 5.1.3.2 |
| 8 | 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 racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. Part-A , Common Item of Work P-204 ,& Item No.-5.2.28 |
| 9 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. Part-A , Common Item of Work P-204 ,& Item No.-5.2.31 |
| 10 | Providing and laying PCC M150 with nominal mix of (1:2:4) in various components of barrage foundation-do-do- all complete as per specification and direction of E/I.BCD, Part - B , P-106 , Item no- 5.1.3.2 |
| 11 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. R. C. C. M200 with nominal 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) all complete as per bulding specification and direction of E/I . Part -B ( B. C. D.) ,Page:-107, Item No:-5.3.9.1 |
| 12 | Prov. Tor Steel reinforcement of 8mm Dia bars as par approved design and drawin....do..do. (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.4 |
| 13 | Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete as per building specification and direction of E/I Part - B (B. C. D), Page:-108, & Item No-5.3.17.1 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per building specification and direction of E/I Part - B (B. C. D), Page:-108, & Item No-5.3.17.5 |
| 16 | Providing 25 mm cement plaster (1:4) 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 job as per building specification and direction of E/I Part - A , Common Item of Works Page No- 200 & Item No-5.7.12 |
| 17 | Providing 12mm thick cement plaster (1:4) with approved quality of sand of requisite F. M.(2.5 to3.0) wished and screened including curing scaffolding , wherever required and its removel royalty and all taxes etc complete job as per -do-do- all complete as per specification and direction of E/I. Part - A common Item of Works Page No- 200 & Item No-5.7.2 |
| 18 | Providing 1.5mm thick cement punning including curing etc -do-do- all complete as per specification and direction of E/I Part - A , Common Item of Works Page No- 200 & Item No-5.7.11 |
| 19 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed -do-do- as per approved design, specification and direction of E/I. Part-A , Common Item of Work P-209 ,& Item No.-5.6.4 |
| 20 | Earthwork in filling foundation trenches or backfilling of masonry structures with suitable earth in layers -do-do- all complete as per specification and direction of E/I. (WRD), Part-B ,P-120 ,Item no-6.1.16 |
| 21 | Earth work in excavation of canals having dicharge between 8.5 cumecs (300cusecs) and 0.14 cumecs (5cusecs ) in ordinary soil (vide clas-sification of item –A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers all complete as per approved design. Specification and direction of E/I. Part -B (W. R. D. ) Page No- 133 & Item No- 7.1.43.2 |
| 22 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. Part - A , Common Item of Works Page- 209 & Item No-6.7.6 |
| 23 | Carriage of materials Cement |
| 24 | Stone Chips |
| 25 | Stone Boulder |
| 26 | MS Rod |
| 27 | E/W 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 ) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. W.R.D Part-B, P- - 119 ,Item no.- 6.1.8 |
| 28 | Providing and laying PCC M150 with nominal mix of (1:2:4) in various components of barrage foundation-do-do- all complete as per specification and direction of E/I.BCD, Part - B , P-106 , Item no- 5.1.3.2 |
| 29 | 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 racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. Part-A , Common Item of Work P-204 ,& Item No.-5.2.28 |
| 30 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with racking out joints, curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I. Part-A , Common Item of Work P-204 ,& Item No.-5.2.31 |
| 31 | Providing 25mm thick cement plaser (1:4) with approved quality of sand of requisite F.M. (2.5 to 3.0) washed and screened including curing, scaffolding, wherever required and its removal, royalty and all taxes etc. complete as per specification and direction of E/I Part-A , Common Item of Work P-200 ,& Item No.-5.7.12 |
| 32 | Laying, fitting and fixing NP2 hume pipe 300mm dia in line level and graded as well as providing approved jointing materials and joint -do-do- all complete as per specification and direction of E/I (WRD), Part-B ,P-149,Item no-7.6.1.3 |
| 33 | Earthwork in filling foundation trenches or backfilling of masonry structures with suitable earth in layers -do-do- all complete as per specification and direction of E/I (WRD), Part-B ,P-120 ,Item no-6.1.16 |
| 34 | Supplying 300 mm dia. H-Pipe NP2 RCC hume pipewith collar joint complete as per specification and direction of E/I. = Rs 510.0, added 10% cp - Rs 561.00 Part-A , P-83, S.No-14 |
| 35 | Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed -do-do- as per approved design, specification and direction of E?I. Part-A , Common Item of Work P-209 ,& Item No.-5.6.4 |
| 36 | Carriage of materials Cement |
| 37 | Stone Chips |
| 38 | Stone Boulder |
| 39 | NP2 hume pipe 300 mm dia |
| 40 | Provision of GST @ 18% |
| 41 | Add 1% Labour Cess Please Enable Macros to View BoQ information ` |
