|
| 1 | Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto1.50 m and lead upto 30m and including filling watering and ramming ofexcavated earth into the trenches or into the space between the building and thesides of foundation trenches or into the plinth and removal and disposal ofsurplus earth as directed by the Engineer In-charge upto a distance of 30m fromthe foundation trenches by Hydraulic excavator/manual means. as per directionof Engineer in charge SI No. 254 |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation-100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4coarse sand) as per direction of Engineer in charge and As Per PWD SOR Ch. 20Sr No. 1(6.1.1) |
| 3 | M-100 Brick work in 1:4 (One cement & Four Coarse sand) mortar insuperstructure i/c all material labour T&P etc. complete. DSR Sp No. 6.4.1 Ch. 6 |
| 4 | Cement Concrete in 1 : 4 : 8 (One Cement, Four coarse sand & eight graded stoneaggregate 40mm nominal size) and curing complete, including cost of form workin foundation. S.I.No. 275(a) |
| 5 | Providing and laying in position specified grade of reinforced cement concreteincluding the cost of centering shuttering finising and excluding reinforcement(a) 1:1½:3 (One Cement, One and half coarse sand : three graded stone aggregate20mm nominal size) S.I.No. 6 DSR No. 5.1.2 |
| 6 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructurecomplete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202 |
| 7 | Providing and laying cement concrete in 1:2:4 (1 Cement : 2 Coarse sand : 4graded stone aggregate 20 mm nominal size) including supply of all material,labour and T&P etc. required for proper completion of the work. S.I.No. 279 |
| 8 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate) finished with a floating coat of neat cement, including cement slurry,but excluding the cost of nosing of steps etc. complete (a) 25mm thick floor with12.5 mm nominal size stone aggregate As per SOR Ch. 14 Sl No. 4 |
| 9 | 12mm thick Cement Plaster in 1 : 4 (One Cement & Four Coarse sand) mortar i/call material labour T&P etc. complete. as per direction of Engineer in charge andAs Per PWD SOR Ch. 13 Sr.No. 1(584) |
| 10 | Finishing walls with Acrylic Smooth exterior paint (Apex) of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and includingpriming coat of exterior primer applied @ 2.20 kg/10 sqm) S.I.NO. 21 Chap 15 |
| 11 | Distempering (Two coat) with oil bound distemper of approved brand andmanufacture and of required shade on undercoated wall surface to give an evenshade over & including a priming coat with cement primer of approved brandand manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughlybrushing the surface free from mortar droppings and other foreign matter andalso including preparing the surface even with plaster of approved syntheticmaterial and sand papered smooth including cost of all material, Labour, T&P etc.complete required for proper completion of the work. S.I.NO. 649+650 |
| 12 | Providing and laying vitrified floor tiles in different sizes with water absorptionless than 0.08% and conforming to IS: 15622, of approved make, in all coloursand shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the jointswith white cement and matching pigments etc., complete. (i) 500×500 mm sizetiles AS Per SOR Ch 14 Sl No. 16 B(i) |
| 13 | Excavating, supplying and filling of local earth by mechanical transport upto alead upto 5km also including ramming and watering of the earth in layers notexceeding 20 cm in trenches, plinth, sides of foundation etc. complete. SI No. 254 |
| 14 | Providing, laying spreading & compacting of granular sub-base by providingwell graded (Gr-1) materials, spreading in uniform layers with Motor Grader onprepared surface on prepared surface, mixing by mix in placed method withRotovator at OMC and compacting with in layers with smooth wheeled VibratoryRoller to achieve the desired density, complete as per MORD clause 401.1 & asdirected by Engineer Incharge including all machinery charges & including alllabour, T&P etc required for proper completion of the work.. as per direction ofEngineer in charge |
| 15 | Laying of I shaped precast Interlocking tiles of thickness 80 mm (Rubbermoulded Gray) (Compressive strength not less then 30Mpa and weight 4.50Kg.)Including 25mm thick local sand base levelling and dressing of surface torequired level and slope, filling joints with local sand all complete work. as perdirection of Engineer in charge As Per PWD SOR Ch. 20 Sr.No. 11 |
| 16 | Supply and hosting of RCC Bench and placing the same in proper positionincluding a taxes, labour and T&P etc. for proper completion of work. |
| 17 | Construction of Podium with brick work and Plaster in 1:4 Cement mortar forenogration with black granite stone 2'x2.5' including engraving of properlanguage all complete. as per direction of Engineer in charge Please Enable Macros to View BoQ information |
