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| 1 | Clearing and Grubbing Road Land :- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 2 | Construction of Embankment with Material obtained from Borrowpits :- Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2 from 1.00 Km. distance |
| 3 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specification clause 1302 |
| 4 | Providing/Laying of Geo-Cell Depth 150mm between pitching and Geotextile for reinforcing of filter medea on slopes. As per MoRTH Specification clause |
| 5 | 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. As per MORTH Sr.No. 15.4 and Specification No. 2504. |
| 6 | Supply Of Reflective Pavement Marker (Cat’s Eye) of 3 M Or Every Denison Company USA Made Of High Class Unbreakable Plastic Of Size 90x110x17 mm Including Cost Of Material Central Store. |
| 7 | Supplying and installation of delinators (road way indicators, hazard markers, object marker) 80-100 cm high above ground lavel , panted balck and white in 15 cm wide strips fitting with 80x100 mm rectangular or 75mm dia circular reflactorised panal at the top buried or pressed into the ground and conforming to IRC:79 and the drawing |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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. |
| 9 | 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 as per MORTH specification no. 406 |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 4.0 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. 505 complete in all respects. |
| 11 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with VG-30 bituminous binder @ 5.4 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. 507 complete in all respects |
| 12 | Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6. |
| 13 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/ removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 14 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 15 | Epoxy bonding of new concrete to old concrete as per MoRTH Specification clause 2805 Ch 17.11 |
| 16 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical Specification |
| 17 | Replacement of Expansion Joints complete as per drawings |
| 18 | Providing & laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings & standard specifications to be installed by the anufacturer/supplier or their authorised representative ensuring complainace to the manufacturer instruction for installation. |
| 19 | Lifting of span, cleaning, oiling, greasing and re-setting of Rocker/ Roller Bearings/Elastomeric Bearing including cleaning of the surface thoroughly from grease,dust and foreign matter, the cost includes all materials, labour, machinery, T&P and making all arrangements like scaffolding kirbs etc. as per MORT&H specification 2808 & conforming to IRC:183(part-II) Section-IX. |
| 20 | Replacement of existing old rocker /roller Bearings complete as per Technical Specification |
| 21 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including tor steel. |
| 22 | Providing and erection sturdy suspended platform for repairing of girder web concrete. |
| 23 | Replacement of old drainage spout with new Drainage Spout including providing, fitting, dismantling and widening the existing opening and fixing new drainage spot,M,S grating system, M.O.R.T& specicification 2705. |
| 24 | Providing and fixing of M.S. railing and damaged portion including removing of old railing complete in all respect. |
| 25 | Painting of railing with two coats with enamel paint to give uniform finish. Please Enable Macros to View BoQ information |
