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| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.as per morth specification no 304. |
| 3 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification. As per MoRTH Spes. 304 |
| 4 | PCC Grade M-15 using batching plant transit mixor & concrete pump. |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. As per MoRTH Spec. 1500, 1700 & 2100 |
| 6 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 7 | Furnishing and Placing Reinforced/Prestressed cement Concrete in super-structure as per drawing and Technical Specifications. As per MoRTH Spec. 1500, 1600 & 1700 |
| 8 | Plain cement concrete m-20 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per MoRTH Spec. 2100 |
| 9 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 10 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per SoR materal sn no 31 |
| 11 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification . As per MoRTH Spec. 710.1.4 of IRC:78 & 2200 |
| 12 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. As per MoRTH Spec. 2702 |
| 13 | Proving and Laying Flooring complete as per drawing ans techical specification laid over cement concrete bedding |
| 14 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 15 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic |
| 16 | Brick on edge pavement in BOE Soling Road with SOB / class-150 bricks laid dry joints filled with local sand .Rate inclusive of cost of bricks , preparation base of proper slope and its ramming spreading layer of 1.00 cm depth of local sand over the sub-grade including T&P etc. required for proper completion of the work. Rate complete & all inclusive. |
| 17 | Providing and laying of 1000mm dia HPNP4 at site including all labours and materials etc. |
| 18 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a all lifts and leads, transporting to site. Spreading, grading to required slpoe and compacting to meet required of table 300.1 and 300.2 as per Technic |
| 19 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 20 | 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 21 | Providing and applying primer coat with bitumen emulsion(SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. |
| 22 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous Prime coat surface cleaned with mechanical broom. |
| 23 | Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous (VG-30) @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. |
| 24 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects |
| 25 | Earthwork in cutting or filling in embankment /Patri in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 Meter in depth and earthwork in embankment to be in 20cm layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 meter lifts used in making embankment or to be deposited as spoil banks within 30 metres distance per PWD Specification Clause 4.3 and as directed by Engineer -in - charge. |
| 26 | Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120 |
| 27 | Construction of chute on the sloping high embankment i/c cost of all materials labour T&P etc. |
| 28 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 29 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 30 | Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor |
| 31 | Linear Delinetor Strip (LDS) on bridge |
| 32 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810 |
| 33 | P/L of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beeds @ 250 gram per sqm. Area thickness of 2.5 mm. is exclusive of surface applied glass beeds as per IRC 35. The finished surface to be level, uniform and free from streaks and holes Please Enable Macros to View BoQ information |
