Tender For Cc And Interlocking Work Up To Dinesh Chumin Wali Gali In Ward No. 04 Mohalla Pathwari - Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge DSR 16.83 2 Dismantling manually/ by mechanical means including stacking of serviceablematerialanddisposal ofunserviceablematerialwithin50 metres lead as per direction of Engineer-in-charge : Water bound 3 Excavating, supplying, stacking and filling of local earth (including royalty) bymechanicaltransportuptoaleadof5kmalsoincludingrammingand watering of the earth in layers not exceeding 20 cm in foundation trenches, 4 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources 5 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sandandgradedstoneaggregateof40mmnominalsizeinappropriate proportionsasperapproved&specifieddesigncriteria,providingdowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form workwithsturdyM.S. channelsections,curing,making provisionfor contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mmdeep)bygroovecuttingmachine,providingandfillingjointswith approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement content considered in M-30 Cement concreteprepared with batch mixing machine D.S.R. 16.43. 6 Providingandfixingpre-mouldedjointfillerinexpansionjointsofRCC roads / CC pavements after making the joints dust free with high pressure airjetcleaners,allcompleteasperdirectionoftheEngineer-in-Charge. (Pre-moulded joint fillersshall bemade ofbitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838forfibreboardandIS:1834forhotsealingbitumencompoundgrade A.) DSR No 16.45 7 Providing and filling in position rubberized bitumen hot sealing compound forsealingofexpansionjoints inroads/pavementsallcompleteasper direction of the Engineer-in-Charge. Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion jointsin roads / pavements all complete as per direction of the Engineer-in-Charge. DSR16.46.1 8 Constructionofgranularsub-basebyprovidingcoarsegradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing bymixinplacemethodwithrotavatoratOMC,andcompactingwith vibratoryrollertoachievethedesireddensity,completeasperclause 401.Analysis of rate 9 OldTile(onlylabourRate)Providingandlayingfactorymadechamferededge Cement Concrete paver blocks in footpath, parks, lawns, drive ways orlighttrafficparkingetc,ofrequiredstrength,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 embedding/laying of inter locking paver blocks into the sand bedding layer throughvibratorycompactionbyusingplatevibrator,fillingthejointswith sand and cutting of paver blocks as per required size and pattern, finishing andsweepingextrasand.completeallasperdirectionofEngineer-in- Charge. (i)80mmthickC.C.paverblockofM-35gradewithapproved colour design and pattern DSR 16.91.2 10 Providing and laying factory made chamfered edge Cement Concrete paver blocksinfootpath,parks,lawns,drivewaysorlighttrafficparkingetc,of required strength, thickness & size/ shape, made by table vibratory method usingPUmould,laidinrequiredcolour&patternover50mmthick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.(i) 80 mm thickC.C.paverblockofM-35gradewithapprovedcolourdesignandpatternDSR 16.91.2 11 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 12 BrickworkwithcommonburntclayF.P.S.(nonmodular)bricksofclass designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 13 12mmCementplasterwithcementmortarinproportionof1:4cement& coarsesandofsinglecoatforinteriorplasteringuptofloortwolevel including internal rounded angles chamfers, and rounded angles notexceeding 80mm. In girth and finished even and DSR 13.4.1 14 Disposal of building rubbish / malba / similar unserviceable, dismantled or wastematerialsbymechanicalmeans,includingloading,transporting, unloadingtoapprovedmunicipaldumpinggroundorasapprovedby
