Tender For Recarpeting Of Bt Work In Sec Tor G.H .I In Bapu Nagar - Providing, Laying, Spreading And Compacting Crushed Graded Stoneaggregate Of As Per Table 400-10 And 400-11 To Wet Mix Macadam Specification Including Premixing The Material With Water , bhilwara-Rajasthan

Tender For Recarpeting Of Bt Work In Sec Tor G.H .I In Bapu Nagar - Providing, laying, spreading and compacting crushed graded stoneaggregate of as per table 400-10 and 400-11 to Wet Mix Macadam specification including premixing the material with water to OMC inmechnical mixer as per approved design mix, carriage of mixed material byTipper to site, laying in uniform layers with motor grader/F.E. Loader/paverfinisher in sub base / base course on a well prepared under base andcompacting with vibratory roller to achieve the desired density includinglighting, guarding, barricading and maintance of diversion etc. (MoRTHspecification : Clause 406) by mechanical means with all lead 2 Providing and applying primer coat over prepared surface or granularbase with bitumen emulsion as per IS: 8887 & manufacturer’sspecifications @ 6 kg /10 sqm with a self propelled or towed bitumenpressure sprayer equipped for spraying the material uniformly atspecified rates and temperatures including cleaning of road surface asper MoRTH specification CIause- 502,112 3 Providing and applying tack coat with bitumen emulsion on the preparedsurface including cleaning as per IS : 8887 & manufacturer’sspecifications @ 2 kg /10sqm with a self propelled or towed bitumenpressure sprayer equipped for spraying the material uniformly atspecified rates and temperatures as per MoRTH specificationCI.503,112 4 Dismantling of flexible pavements and disposal of dismantled materialsupto a lead of 1000 metres, scaking serviceable and unserviceablematerials separately as per MoRTH specification claue : 202 By Mechanical Means Bituminous courses 5 Scarifying old bituminous road by making 50x50mm furrows criss-cross at1.0 metre intervals at 45 degree to the center line of the carriageway 6 Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader,heating of binder (including cost of antistripping compound whereverrequired) aggregate and filler in hot mix plant 40-60 TPH transportingthe mixed material by tippers and laying with sensor paver finisher asper clause 507.3.5 to the required level and grade, rolling by selfpropelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead using bitumen grade (VG-10) Cum 6075.00 7 Providing and laying bituminous concrete as per design mix onprepared surface with specified graded stone as per table 500 - 18 forwearing course including loading of aggregate with F.E. Loader and hotmixing of binder (including cost of anti-stripping compound, whereverrequired) and 3% cement filler with aggregates in hot mix plant 40-60TPH Transporting the mix material with tipper to paver and laying withsensor paver finisher (as per clause 507.3.5) to the required level,grades and rolling with vibratory compactor and pneumatic tyredroller 150 - 250 KN, TP = 0.7 MPa, to achieve the desired density(approved by the department) excluding cost of primer/tack coat(MoRTH Specification : Clause -509,112) with all lead30-45 mm compacted thickness with 6% binder grading - 2 with all leadof mix materialWith straight run bitumen grade VG-30 8 Earth work in excavation including stacking/ disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth (MoRTH specification Clause 301 to 305). mechanically by power shovel including mechanical loading and carriage upto 1 km by tipper/dumper 9 Providing and laying of hot applied thermo plastic compound inclusive oftype-1 reflectorising glass beads as per table 800.3, 800.4 applied inuniform thickness of at least 2.5 mm and spread uniformlywith reflectorisingglass beads type-2 in addition @ 250 gm/scm with a road marking machineas per IRC : 35 complete with traffic diversion arrangement as per MoRTHspecification clause 803.4. without surface applied galss beads type-2 10 CARRIAGE OF MATERIALS-Earth, sand, gravel, u/s kankar,lime, flyash, morrum, manure or sludge. For 1 Km. 11 Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of height 100/125/150mm, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer.

INR 500 /-

INR 48 Lakhs /-