Tender For B*03)-A/Mtc. Of Roads In Sector-7, U/E, Panipat-Construction Of Road With Gsb And Wmm And Repairing Road With Ipb Infront Of Plot No. 405 To Dera In Sector-7 Panipat Complete In All Respect And All Other Works Contingent Thereto., Panipat-Haryana
TDR : 54683011
Tender Notice
BOQ
6 Days Left
Panipat
Haryana
Tender For B*03)-A/Mtc. Of Roads In Sector-7, U/E, Panipat-Construction Of Road With Gsb And Wmm And Repairing Road With Ipb Infront Of Plot No. 405 To Dera In Sector-7 Panipat Complete In All Respect And All Other Works Contingent Thereto.
Name of Work:- B*03)-A/mtc. of roads in Sector-7, U/E, Panipat-Construction of road with GSB and WMM and repairing road with IPB infront of plot No. 405 to Dera in Sector-7 Panipat complete in all respect and all other works contingent thereto.
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Item Description
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Hiring of 1 No. 1 HP dewatering pumpset alongwith operation and safety equipments with all accessories complete in all respect.
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[17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material
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[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications
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[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications
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[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
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[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
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[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) Please Enable Macros to View BoQ information
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