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| 1 | Earth work in excavation for all types of road structures such as retaining walls, breast walls, culverts, drains, parapets and other similar structures in all kinds and classification of soil, comprising of ordinary mix soil, ordinary rock, hard rock, chiseling/wedging out rocks (where blasting is prohibited) complete in accordance with the lines and dimensions shown in the drawings, including setting out, construction of shoring, bracing, removal of stumps and other deleterious materials and disposal of excavated material upto any leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials to the original surface in layers not exceeding 150mm (one hundred fifty milimeters) compacted thickness including shoring and strutting and pumping or bailing out water (surface and sub-soil water) up to any depth and any quantum of water and cleaning of slush which may arise out during dewatering complete as per drawing and MORD Technical Specification section 300 & 1600 as per the direction and the entire satisfaction of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals.The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 2 | Providing and laying mechanically mixed and vibrated cement concrete 1:4:8 (one cement: four sand : eight graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) and curing complete in Retaining walls, Breast walls, etcetera on ground or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying concrete complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 , 1600 and as per the direction of Engineer-in-Charge . including carriage of material within all leads, lifts and other incidentals .The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government. |
| 3 | Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete using plain cement concrete grade M-10 ( M ten) nominal mix 1:3:6 (one cement is to three sand is to six crushed stone aggregate 20mm( twenty millimetre) nominal size) on ground or under water including pumping or bailing out water , dewatering removal of slush as required at site which may arrise at the time of laying concrete complete for all heights/ depths including the cost of form work and curing complete in drain as per drawings and M.O.R.D. technical specification section 800, 900 and 1200 and as per the directions of Engineer-in-Charge including carriage of material within all leads, lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate includes octroi, royality, Malkana, toll tax or any other taxes imposed by the Government but excluding GST. |
| 4 | Back filling with granular materials behind abutment, Retaining wall/Breast wall, Wing walls and the like complete as per drawings and MORD technical specification section1200,1600 and as per direction and entire satisfaction of the Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax,GST or any other taxes imposed by the Government. |
| 5 | roviding and errecting a \\"W\\" metal beam crash barrier comprising of 3mm (Three millimetre) thick corrugated sheet metal beam rail, 70cm (Seventy centimetre) above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm (One hundred fifty into seventy five into five millimetre) spaced 2 m (Two metre) centre to centre, 1.8 m (One decimal eight mrtre) high, 1.1 m (One decimal one metre) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5 mm (One hundred fifty into seventy five into five millimetre), 330 mm (Three hundred thirty millimetre) long complete as per MORTH technical Specification section 800. as direction of Engineer-in-charge including carriage of material within all leads, lifts and other incidentals. The rate includes octroi, royality, Malkana, toll tax or any other taxes imposed by the Government |
| 6 | Providing 100mm (one Hundred millimeter) dia ISI marked P.V.C. pipe Weep Holes in brick masonry/stone masonry plain/ reinforcement concrete abutments, wing wall/ return wall, retaining walls and breast walls, extending through the full width of the structure with slope of 1 (V):20H (One vertical : twenty Horizontal) towards draining face complete as per drawing and MORD technical specification section700,1200 and as per the direction and entire satisfaction of Engineer-in-Charge complete, including carriage of materials with in all leads, lifts and other incidentals. The rate is including Royality, Malkana, Octroi, toll tax, GST or any other taxes imposed by the Government. |
| 7 | Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five millimetres) thick including reflectorising glass beads @ 250 gms (two hundred fifty grams) per square area, thickness of 2.5 mm (two point five millimetres) is excludive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MORTH Technical specification clause 803 and as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidental. The rate includes octroi,royality,Malkana,Tol tax, GST or any other taxes imposed by the Government. |
| 8 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement thickness as per design and laid over a prepared sub base with 43(forty three) grade cement or any type as per clause 1501 M-30 (M- thirty) grade, design mix with cement contents not less than 430 kg (four hundred thirty kilogram) per cubic metre coarse and fine aggregates conforming to IS:383(three hundred eighty three), maximum size of coarse aggregate not exceeding 25mm(twenty five millimetre ) mixed in a concrete mixer of not less than 0.2 (zero point two) cubic meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work ( steel channel), laying and fixing of 125(one hundred twenty five) 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 opreation 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 (Fourteen) using curing compound (where specified) and water, finishing to line and grade as per drawing and M.O.R.D. technical specification section 1500 as per directions of Engineer - in- Charge including hauling /carriage of materials to various location through all modes of transportation with in all leads, lifts and other incidental .The rate is including octroi, royality, Malkana, toll tax GST or other taxes imposed by the Government. Please Enable Macros to View BoQ information |
