Tender For Macadmisation Of Court Road Upto Bsf Camp Trehgam By Way Of Providing And Laying Of Wet Mix Macadam Wmm 50Mm Thick Bm And 25Mm Thick Semidense Bituminous Concrete With 6Mm Thick Seal Coat., Trehgam-Jammu And Kashmir
TDR : 49441541
Tender Notice
Corrigendum Details
BOQ
Expired
Trehgam
Jammu And Kashmir
Corrigendum : Tender For Macadmisation Of Court Road Upto Bsf Camp Trehgam By Way Of Providing And Laying Of Wet Mix Macadam Wmm 50Mm Thick Bm And 25Mm Thick Semidense Bituminous Concrete With 6Mm Thick Seal Coat.
Macadmisation of Court road upto BSF Camp Trehgam by way of Providing and Laying of Wet Mix Macadam WMM 50mm thick BM and 25mm thick Semidense Bituminous Concrete with 6mm thick seal coat.
Other
10-06-2025
Name of Work:- Macadmisation of Court road upto BSF Camp TrehgamProviding and LayingofWet Mix Macadam (WMM) , 50mm thick BM and 25mm thick Semidense Bituminous Concrete with 6mm thick seal coat.
Sl. No.
Item Description
1
Scarifying the existing bituminous road surface to depht 50mm and disposal of scarified material within all lifts and Lead up to 1km by( mechaincal means)
2
Providing laying spreading and compacting graded stone aggregate(size range 53mm to 0.75mm)to wet mix macadam(WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site for all leads andlifts ,laying in uniform layers with mechanical paver finisher in sub-base/base courses and well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density incl. surface corrections complete as per IRC specification.(75mm thick/100mm thickand direction of Engineer- in- charge
3
Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification complete job on bitumenSurface @0.75 kg / Sqm a) On WMM Surface
4
b) On BMSurface
5
Providing and laying premix bituminousmacadam base course with stone agg. Of qualtiy and grading as specifiedin CPWD specifications and straight run bitumen of VG 10 grade 3.5%by weight of total mix @60kgs total mix/cum incl. hot mixing of stone agg. and bitumen in hot mixplant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density 50 mm incl. cost of carriage of all materialinvolved cost of all materials involved
6
Providing and laying 25mm thick, semi dense asphaltic base course using mineral agg. Satisfyingthe gradationset out in specification with 5% binder contentby weight of total mix of bitumen with the aid of hot mix plant and paver finisher incl. rolling with road roller of 8-10 tonne capacity to achieve required compactionand density with bitumen80/100 crusher incl. cost and carriage of all materials involved
7
P/L of 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve, with bitumen 128 Kg of bitumen of VG-10 gradeper cubic meter of fine aggregate (0.768 kg. of bitumen per square meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete.
8
Providing and applying 2.5mm thick road marking strips (retro-reflective)of specified shade/colour using hot thermoplastic material by fully/semiautomaticthermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
9
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil :
10
Providing and laying of RCC Spun Pipes incl. excavation laying in position adequate coushion and gradient incl/ all carriage (complete job ) at required spots.a) 24\" dia
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