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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 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 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. 7.1.43.2, Part - B, |
| 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, Pg. no. 138 |
| 4 | Hire Charges of 10 HP disel Operated pump for bailing out water from foundation trenches where necessary including cost of fuel , pay of operator with depriciation and major repair including profit (pump supplied by agency)- all complete as per direction of E/I { SOR Item code PM-29 pg 82 part A} |
| 5 | Dismantling plain cement or lime concrete 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. BCD 5.10.2 |
| 6 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I. BCB 5.10.7 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). BCD 5.3.1.1 |
| 8 | Providing 12mm 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 as per building specification and direction of E/I. (BCD 5.7.2) |
| 9 | Providing 25mm thick 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 as per building specification and direction of E/I. (BCD 5.7.12) |
| 10 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (BCD 5.7.11) |
| 11 | Dismantling pucca brick or lime concrete 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. BCD 5.10.1 |
| 12 | Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. 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 same (beyond 50 M away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all lifts as per specification and direction of E/I. (WRD 5.1.14.1) |
| 13 | 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. (WRD. 7.1.37) |
| 14 | Providing Brick flat soling work with designation 75 A, Bricks joints filled with local sand free from clay contents incluing royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD 7.7.14) |
| 15 | 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).BCD 5.3.1.2 |
| 16 | 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.(BCD. 5.2.28) |
| 17 | Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.2.31) |
| 18 | Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.2.14) |
| 19 | Supplying of 250 MM dia NP-2 R.C.C., Hume Pipe with collar as per I.S.S. 458 - 1971 Vide Item Code : M - 300 - IV, Pg. No. 84, Part - B WRD. |
| 20 | Labour for laying, fitting and fixing of 250 mm dia N.P. - 2 Hume Pipe with colours in line level and grade as well as providing approved jointing materials and joints properly filed to make them water proof all complete, as per specification and direction of E/I. (WRD 7.6.1.2) |
| 21 | Supplying laying boulder in rock toe, heel tranches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I. (Vide Item No. 5.6.4 Part - B refer / ch-6 sl no.6.4 Part - A ) |
| 22 | Earth Work in filling in foundation tranches or back filling of massonary structure with suitable earth in layers not exceeding 150 mm thick well watered, ramed and fully compacted and finally dressed with earth obtained from excavation of foundation tranches and kept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I (WRD. 6.1.16) |
| 23 | Carriage of Material :(a) Cement Lead 15 Km. Surface road |
| 24 | (b) Sand Lead 20 Km. Surface road |
| 25 | (b) Chips Lead 30 Km. Surface road |
| 26 | (c) Stone boulder avg. Lead 30 Km Surface road |
| 27 | (d) 250 MM Dia. N.P2, H.P AV. Lead 125 Km Surface road |
| 28 | (v) Brick . Av. Lead 20 Km Surface Road |
| 29 | Goods & Service Tax (G.S.T.) - 18% |
| 30 | Labour Cess - 1% Please Enable Macros to View BoQ information |
