Rural Development Department Tender

Road-B

Flank dressing to proper camber including cost of all labour and T & P required for the work complete as per specification and direction of the Engineer-in-charge. Road-B

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per the direction of the Engineer-in-charge & as per clause 503 of MoRD specification of Rural Roads (1st Revision ) Road-A

Road-B

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision) Road(A)

Road-B

Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting to the hot mix to work site laying with a hydrostatic paver finisher with sensor control to required grade level and alignment rolling with smooth wheeled vibratory and tendum roller to acheive the desired compaction asper Clause 508 of MoSRT & H specifications for Road & Bridge works (4th revision) etc. complete as per the direction of Engineer-In-charge. Road (A)

Road-B

Earth work for embankment in hard soil or gravelly soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth including cost of royalty, labour, T&P etc. complete as per the direction of the Engineer-in-charge.Road(A)

Providing, conveying and laying moorum in Sub-base in layers not exceeding 100 mm. watering and compaction to the required density in OMC with PRR including hire and running charges of PRR and cost, conveyance of all materials etc. complete as per direction of Engineer-in-charge.Road(A)

Road-B

Painting two coats with Synthetic enamel paint in all floors to old wood and iron work including sand papering,polishing the surface,including cost conveyance taxes of all materials,cost of all labour, T&P required for the work including cost of paint & primer etc complete as per the direction of Engineer in Charge.Road(A)

Providing and fixing reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge. Road(A)

Road-B

Providing and fixing reinforced cement concrete M 15 grade 200 mtr stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD and as per the direction of the Engineer-in-charge Road(A).

Road-B

Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M 15 cement concrete 45 x 45cm x 75 cm 60cm below ground level as per drawing as per approved drawing. 600 mm equilateral triangle.Road(A)

600 mm dia Circular Road(A)

800 mmx 600 mm Rectangular. Road(A)

900 mm Octagon Road(A)

Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge.Road(A)

Providing and erecing direction and place idication retro-reflectorised sign board as per IRC-67-2012 made class -B retro-reflective sheeting of high intensity and high itensity prismatic grade sheetin as per ASTM D 4956-09 Type -III and IV strictly confirmng to clause 6.7 of IRC 67-2012 and vide clause 801.3,fixd over aluminium sheeting,2.00 mm thick as per clause 6.5.2 of IRC:67 2012 or ACP (Aluminium composite panel) used for sign boards with a termoplastic core of low denisity polyethelene (LDPE) between two thick sheets of aluminium with over all thickness of 4 mm and aluminium thickness of 0.5 mm on both sides suppoted on mild steel angle post 75 mmx75 mmx 6 mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of MS angle of size 50 mm x 50 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost,conveyance,royality,taxes of all materials,labour,T&P, excavation, curing etc. complete,under supervision of Engineer-in-chare.

Providing & erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III & IV strictly confirming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over alluminium sheeting, 2.00 mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Alluminium Composite Panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of alluminium with over all thickness of 4mm and alluminium thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mmx 6mm, 2nos and 3nos horizontal and 1no vertical extra supporting....etc complete as per direction of EIC. (1200mm x 900mm rectangle)