Miscellaneous Work Of Neemrana Park MISSCELLANEOUS WORK OF NEEMRANA PARK 2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) 3 Providing & fixing UV stabilised fibreglass reinforced plastic sheetroofing upto any pitch including fixing with polymer coated J or Lhooks, bolts & nuts 8mm dia. G.I plain/bitumen washers completebut excluding the cost of purlins, rafters, trusses etc. The sheetsshall be manufactured out of 2400 TEX panel rovigs incorporatingminimum 0.3% Ultra-violet stabiliser in resin system underapproximately 2400 psi and hot cured. They shall be of uniformpigmentation and thickness without air pockets and shall conform toIS 10192 and IS 12866.The sheets shall be opaque or translucent,clear or pigmented, textured or smooth as specified 2mm thick flat 4 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. 5 Providing, laying and spreading of granular sub-base by providing coarse graded Material (Table 400-2), spreading in uniform layers with motor grader on prepared surface, mixing BY MIX IN PLACE METHOD with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 Grading - III Material 7 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel : 8 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size) 9 Dressing of earth work in surface excavation including cutting andfilling upto 30cm depth including disposal of excavated earth upto50m and lift upto 1.5 m. 10 Providing and fixing of precast concrete interlocking tiles of desiredshape of M 30 grade manufactured from fully computerizedautomatic stationery hydraulic vibrio pressed machine and fullycomputerized automatic batching plant of class A1/A2 as per BS6717:2001. The CC interlocking paving blocks be laid on average50mm. thick bed of coarse sand and the joint is to be filled with finesand. Laying procedure on compacted sub-base as defined.Complete job is to be executed as per the instruction of Engineer incharge. The rates to be inclusive of all lead & Lifts etc. complete asper specifications. Tensile splitting strength, abrasion and brakingload etc. as per BS 6717:2001, Grey cement.60mm thick 11 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). 12 Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement :2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.Green / Black Above 3601 Cm2 Slabs 13 Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301. In all type of soil 14 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) 15 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes inCement mortar 1:6 (1 cement : 6 coarse sand) 16 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) 17 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore. 18 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore 19 Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour15 mm nominal bore with 45 cm length. 20 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stoneaggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with afloating coat of neat cement complete as per standard design :With F.P.S. bricks 21 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including allCPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall20 mm nominal outer dia .Pipes. 22 INTERNAL WORK 25 mm nominal outer dia .Pipes. 23 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank 24 Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material, labour, hydraulic testing and commissioning as per TechnicalSpecifications and as per direction of Engineer.Note : E/w to be measured and paid separately110 mm dia 25 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick honey comb shaft with bricks of class designation 75 and S.W.drain pipe 100 mm diameter, 1.8 m long complete as per standarddesign. 26 Providing, lowering, laying in trenches, aligning, fixing in position and jointing uPVC pipe fittings/ accessories of class III (6 Kg/sqcm)confirming to IS:7834 suitable for potable water with rubber rings joints in uPVC pipe line at all levels/ depth including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Equal Tee (Moulded) welded with socket 110 mm dia 27 Double/Single socketed 90 degree long bend (single piece welded with socket 110 mm dia 28 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg 29 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches in complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. 90 mm dia 30 Equal Tee. 31 90 degree bend 110 MM 32 End Cap 110MM 33 P & F 1st quality Vitrified Porcelain Polished tiles on floor, skirtingand steps etc.in different sizes (thickness to be specified bymanufacture) with water absorption less than 0.08% and conformingto IS 15622 of approved make in all colour and shade, laid with 20mm thick CM 1 : 4 including grouting the joints with white cementand matching pigment etc complete.Size 450 mm X 450 mm 34 Providing and fixing 75 mm wide Decorative Border in differentshades and in all colours in glazed tiles laid over 12 mm thickbed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointingwith grey cement slurry @ 3.3 kg per sqm including pointing in whitemixed with pigment of matching shade complete. 35 Labour Charges for Grassing with Carpet grass (selection no.1)/Doobs grass including watering and maintenance of the lawn for30 days or more till the grass forms a thick lawn free from weedsand fit for moving including supplying good earth if needed.(Thegood earth shall be paid separately) In rows 5 cm apart in either direction 36 Supply at site of work well decayed farm yard manure, from anyavailable source, approved by the engineer in-charge includingscreening and stacking. 37 Dressing of earth work in surface excavation including cutting andfilling upto 30cm depth including disposal of excavated earth upto50m and lift upto 1.5 m.
