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| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Excluding GST) |
| 2 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.As per SI No. 1100 & 1700 (Excluding GST) |
| 3 | M-35 grade Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification As per SI No. 1100, 1500 &1700 (Excluding GST) |
| 4 | PCC M-15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Excluding GST) |
| 5 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.As per SI No. 1200 & 1900 (Excluding GST) |
| 6 | RCC M-30 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.As per SI No. 1500, 1700 & 2200 G(p)(Excluding GST) |
| 7 | RCC Grade M 30- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification As per SI No. 1500 &1600 1700 14.1C(Excluding GST) |
| 8 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. As per SI No. 2000 & 2200(Excluding GST) |
| 9 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. As per SI No.800(Excluding GST) |
| 10 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. As per SI No.2703, 1500, 1600 & 1700 (Excluding GST) |
| 11 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. . As per SI No.1600 (Excluding GST) |
| 12 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. . As per SI No.2600 (Excluding GST) |
| 13 | Construction of embankment with approved material deposited at site from road way cutting and excavation from drain & foundation of other structure graded and compacted to meet requirement of table No. 300-2 with a lead upto 0.00 m as per technical specification clause 301.5 (Excluding GST) |
| 14 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with lead upto 1000m as per tech. speci. clause 303.1, including stablization with 2% slaked lime including its mixing with rotavator complete two layers.(Excluding GST) |
| 15 | 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 with vibratory roller to achieve the desired density, complete as per clause 401.(Excluding GST) |
| 16 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with pave(Excluding GST) |
| 17 | Providing and applying primer coat with bitumen/Emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per MORTH Specification.) (Inculuding Bitumen & Excluding GST) |
| 18 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.3 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (Inculuding Bitumen & Excluding GST) |
| 19 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder(VG-40) @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to w (Inculuding Bitumen & Excluding GST) |
| 20 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-40) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, layin (Inculuding Bitumen & Excluding GST) Please Enable Macros to View BoQ information |
