Public Works Department Tender

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth) (i) Private land.

Construction of granular sub-base by providing well graded material, 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.

Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (A) By manual Means (c. using screening type-B) 11.2mm aggregate

Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)

Traffic Sign:: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single iron post 75mmx75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and tecnical specification Clause 1701. i) 60 cm equilateral traingle

Providing and fixing of typical informatory sign board with Logo as per MORD specification and drawing .Three MS plates of 1.6 mm thick,top and middle plate duly welded with MS angle iron frame of 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos.75 mm x75 mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450 mm x 450 mm x600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x47 mm 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 enamal 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

Construction of Hume Pipe Culvert NP-3 1000mm dia (single row) (2 Nos.)

E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil : Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed stone. Grade M10 : Nomonal mix 1:3:6

Laying (first class ) Bedding on well compacted sand, moorum or approved granular materials as per clause 11059(ii)Granular materials

Brick Masonry work in cement mortar in sub-structure Brick masonry work in cement mortar in sub-structure complete excepting pointing and plastering as per drawing and technical specification, clause 602, 603, 604, 1202 & 1204 Brick masonry work in Face wall Deduct pipe portion

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet Clause 1106.

Plastering with cement morter (1:4) 15 mm thick on brick work for substructure as per Technical Specification. Outer side of Face wall Inner side of Face wall End side of Face wall Top of Face wall Deduct pipe portion