|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) I manual means in foundation trenches or drains (not exceeding 1 . 5 m in width or 1 0 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. DSR-2.8.1 |
| 2 | Providing and laying in position cement concrete of specified grade excluding thecost of centring and shuttering - All work upto plinth level1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) DSR-4.1.4 |
| 3 | 1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR-4.1.8 |
| 4 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - A l l work up to plinth level 1 : 1 . 5 : 3 (1 cement : 1 . 5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources. DSR-5.1.2 |
| 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1 : 1 . 5 : 3 (1 cement : 1 . 5 coarse sand(zone-111) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-5.2.2 |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) DSR-5.3 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete.DSR-5.9.1 |
| 8 | Lintels, beams, plinth beams, girders, bressumers cantilevers. DSR-5.9.5 |
| 9 | Suspended floors, roofs, landings, balconies and access platform. DSR-5.9.3 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts. DSR-5.9.6 |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting Thermo-Mechanically Treated bars of grade Fe-5000 . DSR-5.22.6 |
| 12 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floorCement mortar 1 :4 (1 cement :4 coarse sand) DSR-6.13.2 |
| 13 | Extra for providing and placing in position 2 Nos 6 mm dia. M.S. bars at every third course of half brick masonry.DSR-6.15 |
| 14 | Providing and fixing dry cladding upto 1 0 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1 mx1 m, fixed to structural steel frame work and/ or with the help ofcramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately. DSR-8.20 |
| 15 | Providing and fixing dry cladding upto 1 0 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1 mx1 m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joi |
| 16 | Providing and fixing adjustable stainless steel cramps of approved quality,required shape and size, adjustable with stainless steel nuts, bolts and washer (total weight not less than 260 gram), for dry stone cladding fixedon frame work at suitable location, including making necessary recesses in stone slab, drilling required holes etc complete as per direction.DSR-8.22 |
| 17 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) DSR-13.1.1 |
| 18 | Structural steel work riveted, bolted or welded 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.DSR-10.2 |
| 19 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves fo linear as well as curvilinear portions of the building , for all heights and all levels etc. DSR-8.32 |
| 20 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper of inter locking paver blocks into the sand bedding layer through vibratoryembedding/laying compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge 60 mm thick cement concrete paver block of M-35 grade. DSR-16.9.1 |
| 21 | 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4fine sand): Moulded Band DSR-13.29.4 |
| 22 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as perdirection of engineer - in - charge, as per drawing and technicalspecifications Clause 305.1 of MORD Specifiction. MISCELLANEOUS-1-2 SOR |
| 23 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc.MISCELLANEOUS-2-2 SOR |
| 24 | Hand Packed stone filling in back of wallls including cost of all materials royality, T&P etc. complete as per direction of Engineer-in- charge.MISCELLANEOUS 1-5 SOR |
| 25 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concreteincluding supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause.MISCELLANEOUS- 2-1 SOR |
| 26 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing . MISCELLANEOUS-1-4 SOR |
| 27 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls etc. including supply of all material, labour, T&P and royaltiies etc.MISCELLANEOUS-1-3 SOR |
| 28 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504. MORD-6-7-2 Please Enable Macros to View BoQ information |
