Rural Development Department Tender

Earth work in excavation for foundation of structures upto 3M. Depth as per drawing and technical specificatioin clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved excavated materials etc. complete as per direction of the Engineer-In-Charge

Providing filling in Foundation Trenches as per drawing and technical specification Clause 1108 etc. complete as per specification and direction of the Engineer-in-Charge.

Plain Cement Concrete (1:2.5:5 nominal mix) in levelling course below open foundation of Head walls as per drawings and technical specification clause 802,803,1202,1203 of MoRD etc. complete as per direction of Engineer-in-charge.

Providing P.C.C. M-20 including cost of all labour, T&P etc complete as per direction of Engineer in charge and as per MOST Specification.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as as per drawings and Technical specifications Clause 1000 and 1202 as per direction of the Engineer-in-charge.

Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm fixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 of MoRD as per direction of Engineer-in-charge.

Construction of Granular Sub-base with Grading III material as per table 400-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification clause 401 of MORD including cost, conveyance, royalty and taxes of all materials required for work all labour & T&P required and as direction by the Engineer-in-Charge

Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and technical specification clause 802,803,1202,1203 of MoRD & Bridge works etc. complete as per direction of Engineer-in-charge.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation admixtures as approved, curing of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of Engineer-in-charge.

Moorum filling in shoulders including ramming with cost, conveyance, royalty of all materials etc. complete as per direction of the Engineer-in-charge.

Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory 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 and IV strictly conforming to Clause 6.7 of IRC-67-2012 and vide Clause 801.3, fixed over aluminium sheeting, 2.0mm thick as per Clause 6.5.2 of IRC-67-2012 OR a.c.p (aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both side supported on mild steel angle post 75mm x 75mm x 6mm and peripheri supporting member of M.S. angle of 50mm x50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 75cm, 60cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all material, labour T&P, excavation, curing etc. complete under supervision of Engineer-in-charge.i) 900mm equilateral trinagle (School cautionary board)

ii) 800mm x 600mm rectangular (Hospital informatory)

iii) 600x450 mm rectangular (Village sign Board)

iv) 600mm dia Cautionary Board

v) 900mm dia Cautionary Board

Providing and 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 and IV strictly conforming to Clause 6.7 of IRC-67-2012 and vide Clause 801.3, fixed over aluminium sheeting, 2.0mm thick as per Clause 6.5.2 of IRC-67-2012 OR a.c.p (aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both side supported on mild steel angle post 75mm x 75mm x 6mm and peripheri supporting member of M.S. angle of 50mm x50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 75cm, 60cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all material, labour T&P, excavation, curing etc. complete under supervision of Engineer-in-charge.i) Asset Board (both side) 1800x1200 rectangular

Providing and 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 and IV strictly conforming to Clause 6.7 of IRC-67-2012 and vide Clause 801.3, fixed over aluminium sheeting, 2.0mm thick as per Clause 6.5.2 of IRC-67-2012 OR a.c.p (aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminium thickness of 0.5mm on both side supported on mild steel angle post 75mm x 75mm x 6mm and 2nos and horizontal and 1nos vertical extra supporting member of M.S. angle of 50mm x 50mm x 6mm size firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 75cm, 60cm below ground level as per approved drawing including cost, conveyance, royalty, taxes of all material, labour T&P, excavation, curing etc. complete under supervision of Engineer-in-charge.i) Main information Board (One side) 1200x900 rectangular

Supplying and installing of Measurement Stones including painting, lettering in accordance with the specifications and as approved by the engineer.i) 5 Kilometer stone

ii) Ordinary Kilometer stone

iii) 200 mm stone

Providing and fixing Guard Post with 150mm dia R.C.C. made with R.C.C. of M15 including cost, conveyance etc complete as per direction of Engineer in charge.

Providing and fixing of typical DMF CITIZEN INFORMATION BOARD with Logo as per MoRD specification and drawing. Three MS Plates of 1.6mm tick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 and as per direction E.I.C

Plain Cement Concrete (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings and technical specification clause 802,803,1202,1203 of MoRD & Bridge works etc. complete as per direction of Engineer-in-charge.

Plain Cement Concrete (1:2.5:5 nominal mix) in Foundation as per drawings and technical specification clause 802,804,805,806,807,1202 and1204 of MoRD etc. complete as per direction of Engineer-in-charge.

Providing and laying Boulder Appron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 Kg laid dry complete as per drawing and technical specifications Clause 1301 and as per direction Engineer in charge.

Providing and laying reinforced cement concrete pipe NP3 of 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 and as per the specification and direction of the Engineer-in-Charge.

Providing Gravel backing including cost, conveyance, royality etc complete in all respects & as per sirection of the Engineer in Charge.

Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614, 709 & 1204.3.7 MORD including cost, conveyance, royalty and taxes of all materials required for the work etc complete as per the direction of the Engineer-in-Charge.