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| 1 | Jungle clearance in borrow area,building premises,flanks and slopes on the road,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.(Vide Item No. - 5.1.3.1 PART-B) (PART-A 2.02(201) |
| 2 | Providing mandays for clearing the silt from sluice type well and old nali ( Labour Charge ) p-76 part-B WRD (1) |
| 3 | 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 ( Part -B 7.1.43.1) |
| 4 | 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 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I ( Part -B 7.1.43.2) |
| 5 | 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.(5.10.7 BCD) |
| 6 | 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)B.C.D. S.O.R. Item No. 5.3.1.2 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.B.C.D. S.O.R. Item No. 5.3.17.1 |
| 8 | 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)B.C.D. S.O.R. Item No. 5.3.1.1 |
| 9 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)B.C.D. S.O.R. Item No. 5.3.9.1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers.B.C.D. S.O.R. Item No. 5.3.17.5 |
| 11 | Providing 25mm thick cement plaster (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 job as per specifications and direction of E/I.(Item No.5.5.5)(part-B) (Part-A)(5.7.12) |
| 12 | Providing TMT steel reinforcement 8mm, 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.5.5 (b) |
| 13 | Providing coarse clean local sand in filling in fountation trenches including ramming , waterint , royalty and all other taxes complete job as per specification and direction of E/I.( 7.1.37) (WRD) |
| 14 | 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) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No5.4.8)(WRD) |
| 15 | Providing1.5 mm thick cement punning including curing etc. complete job as per specification and direction of E/I (5.5.10 )(WRD) |
| 16 | Providing TMT steel reinforcement 8mm, 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S bar to work site, cutting, bending end binding with annealed wire all complete as per building specification and direction of E/I.B.C.D. S.O.R. Item No. 5.5.5 (a) |
| 17 | Earth work in excavation of foundation trenches in ordinary soil ( Vide classification of Item -A) and disposal of execavation earth so obtained to a distance upto 50M and average lift of 1.5M including leveling ,ramming the foundation tranches removing the roots or shrubs etc. all of complete as per specification and direction of E/I.(7.1.27) |
| 18 | Supplying and laying boulders in rock toe, heel trenches 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 specificatins and direction of E/I.(Item No.5.6.4)(Part-A) |
| 19 | Earth work in filling foundation trenches or back filling of massonary structure with siutable earth in layers not execeeding 150mm thick well watered , rammed and fully completed and finally dressed with earth obtatined from execavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I.(6.1.16) |
| 20 | Carriage of materials :-( a) Cement |
| 21 | ( b) Sand |
| 22 | ( c) Stone Chips |
| 23 | (d) Stone Boulder |
| 24 | ( e) Steel |
| 25 | Add GST @ 18% |
| 26 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
