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| 1 | Structure steel work in built up sections trusses and framed work including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete |
| 2 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete. Using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering ,shuttering ,finishing and reinforcement, including admixtures in recommended proportions oe IS:9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge. All works above Plinth Level |
| 3 | Earth work in bulk excavation by Manual means over areas (Exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5m. In ordinary rock |
| 4 | Providing and laying of soling in broken stones under the foundation including all carriages. |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 with 30% boulders (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Random Rubble masonry with hard stone in foundation and plinthincluding leveling up with cement concrete 1:6:12 (1 Cement : 6 coarsesand : 12 graded stone aggregate 20mm nominal size) upto plinth level andcuring complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 7 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete. Using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering ,shuttering ,finishing and reinforcement, including admixtures in recommended proportions oe IS:9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer in charge All works below plinth level |
| 10 | Dry random rubble masonry with hard stone: without bond stone. Nallah |
| 11 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 12 | Dumping stone excluding cost of stones in Horizontal on level |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Back filling of stones |
| 19 | Cost of weep holesNote:100mm dia PVC, Phinolex make or any other reputed make heavy grade tube @ 1.78 kgs/m of length 750mm be used as weep hole in the stem wall 3-lines with 4-holes in each line. Market price 500.00/m-run Cost of one piece of 750mm length Including all labour for placement /cutting/ contractors profit Rs 500.00/m 1200 m c/c V/H |
| 20 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete 13.60.1 On steel work |
| 21 | Providing and Fixing Rain Water Outlet and Khurrah |
| 22 | Providing & laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker & laid to required level and slope, including providing antiskid surface with bitumen pre-coated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm& at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (considering bitumen using 10.2% as per MORTH specification) 40 mm |
| 23 | Providing /placing in position with all requirements PTFE /Pot bearing of approved make and Design for all direction rotations. 250 x 400 x 50 |
| 24 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 25 | Carriage of Material by Mechnical Transport and Head Load including loading, Unloading and stacking at site: i) sand for an avg lead of 60 Km by MT and 200 m by HL |
| 26 | ii) Aggregate above 40 mm for an avg lead of 40 Km by MT and 200 m by HL |
| 27 | iii) Aggregate below 40 mm for an avg lead of 40 Km by MT and 200 m by HL |
| 28 | iv) Cement for an avg lead of 10 Km by MT and 200 m by HL |
| 29 | v) stone for an avg lead of 5 Km by MT and 200 m by HL Please Enable Macros to View BoQ information |
