SFC_001,Ward 07 v 19 me Tehsil Road pr C.C Nirman v Side Patri InterLocking Tiles evam Road Safety Ka Kary

Earthwork in fillinge in ordnary soil (loam clay or sand) including lift upto 1.5 m and lead upto 10 Km and including filling watering and ramming of excavated earth in to the tranches or in to the space between the building and the sides of foundation trenches or into the plinth and removel and disposal of surpluse earth as directed by the enjineer-in-charge upto distance of 30m from the foundation trenches (I.S. 253 & 231a)

M -150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials, labour, Tools & plants etc, required for proper completion workas per SI no. 305A

Construction of granular sub-base (GSB) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting wit

WBM of G-3 specification Providing, laying, spreading and compacting machine crushed stone ballast of approved quarry of hand packing rolling with power roller 8-10 kN in stages to proper grade and camber, applying and brooming, with crushable screening bund to protect edges lighting guarding barraicadding etc. including the cost of material labour T& P etc. require for proper completion of work as per Mord Technical Specification Clause 405. (G-3) (By Manual Means)

Construction of un-reinforced, 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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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 formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, 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 Clause 1501

Supply of 80mm thick precast cement concerete I-Shape Interlocking paver blocks with top layer of minimum 8mm thickness having plan dimension 200X(160+120mm) of O.P. Cement smooth high gloss finish skid resistant manufactured from rubber moulds through vibro cmpression mechanism. Grey Colour 40 Mpa, weight 4.5 Kg per number as per S.I.No. new item 14.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, VAT etc. all T&P/machine material and labour required for proper completion of work (Excluding GST) As per SI.No. 7

Reflective Raised Pavement Marker with shanks Providing and fixing of raised pavement markers with twin shanks of adequate length anchored with epoxy / bitumen adhesive of approved make(Cat Eye) Type x- ASTMD-4956-04 Avery Dennision/3m(USA Make) having moulded body of polycarbonate, ASA, HIPS or ABS able to support a load of 13.635 M.T. tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H Circular, its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light), electronically welded to the body. The length, height and width of the body shall not exceed 130 mm, 20 mm and 105 mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm . on each side sloping at the angle of 35 + 5 degree to the base to ensure maximum reflectively. it shall comply to specification of Category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate conforming to ASTMD 788 or equivalent. With 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. etc. All T&P/ machine material and labour required for proper completion of work (Excluding GST) As per SI.No.11

S/F of MS sign board made up of 40x40x6 mm angle iron (vertical post of 2.75m ) 40x5mm flat cross angle, 1.0mm thick MS sheet (1.2x0.90m) including excavation of pit (0.45x0.45x0.45m), cement concrete, 10:5:1 with brick ballast, fine sand and cement, 10cm thick, cast cement concrete 1:2:4 with cement C/Sand and 20mm stone grit (0.35x035x0.35 cum) 2 coat painting, painting of letter up to 2.5 cm size etc. complete as per direction of E/I.

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