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| 1 | Earthwork in cutting to form road section in correct profile including removal of spoil not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works |
| 2 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume).(b) For Medium Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-2) |
| 3 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 4 | ORDINARY CEMENT CONCRETE ( MIX 1:2:4 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, IN GROUND FLOOR AS PER RELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) |
| 5 | Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete |
| 6 | SUPPLYING AND LAYING IN THESPECIFIED PATTEREN OFINTERLOCKING CONCRETEBLOCK PAVEMENTS(ICBP) WITHCONCRETE BLOCK (WITHCONCRETE GRADE AS SPECIFIEDAS PER TABLE 1 OF IS 15658:2006)MANUFACTURED FROM BISLICENSEE MANUFACTURER, WITHSPACER NIB(SMALLPROTRUDING PROFILES ON THEVERTICAL FACE OF A PAVERBLOCK USED AS A DEVICE FORKEEPING MINIMUM JOINT GAPINBETWEEN THE PAVING BLOCKS,AS PER CL. NO.326 OF ISAS PER CL. NO.326 OF ISAND SHAPE WITH ASPECTRATION ( THE RATIOF OF LENGTHTO THICKNESS OF A PAVERBLOCK, AS PERSTRENGTH/BREAKING AS PERANNEXURE GOF IS:15658, ON THE PREPAREDOF BASE COURSE OFSPECIFIED CBR AS PER TABLE 1OF IRC SP 63 (2018) OR ELSEAS MENTIONED IN DESIGN ANDDRAWING WITH A CUSHION OFCOMPACT BEDDING SAND OF25-35 MM THICK (GRADING OFTHE BEDDING SAND AS PERCLAUSE 6.5.1 OF IRC SP-63)ANDFILLING THE GAPS IN BETWEENPAVER BLOCKS WITH JOINTFILLING SAND (THE GRADING OFTHE JOINT FILLING SANDWILL BE AS PER CLAUSE 6.5.2 OFvCOMPLETING THE EDGES WITHCUT BLOCKS AS PER CL.NO.8.7 OF IRC SP-63(2018) WITHPROPER CONFINEMENT OFBEDDING AND JOINT FILLINGSAND,COMPACTION,LEVELLINGAND FILLING UP OF THE EDGEGAP. 50 MM THICK (II)COLOURED DECORATIVE |
| 7 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) |
| 8 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. |
| 9 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 10 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. |
| 11 | Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb |
| 12 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 6. Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 13 | Labour for taking out old soling edging including removing debris.(a) Single flat soling |
| 14 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) |
| 15 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. |
| 16 | 35mm thick Cement Concrete Pavement (1:2:4) in floor/footpath etc. with graded stone chips 11.2mm down,properly leveled with 3mm thick screen on top by cement slurry [email protected] cement per Sqm. Rounding off corners, chequering as required including taking necessary protective measure complete in Gr.floor/footpath. |
| 17 | Sub Total |
| 18 | GST 18% |
| 19 | CESS 1% Please Enable Macros to View BoQ information |
