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| 1 | Earthwork in filling with carted earth from outside of industrial area upto 5.00 Km lead filling to be done in 20 cm thick layers including ramming and dressing the surface to required level and slope including all labour, T&P royalty cartage octroi with all taxes whatsoever applicable under rules required for proper completion of the work. |
| 2 | Extra cost for Earth work in embankment mechanically compacted to 95% proctor density including arrangement of water settlement and all T&P including roller and its fuel etc. |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness motor grader on prepared surface, first compacting in trenches by Small Ride-on Double Drum Vibratory Roller, Capacity: 3-4 Tonnes and then compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.. |
| 4 | Providing, Laying, Spreading, and Compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-charge. |
| 5 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and surfacing primer at the rate of 0.70 kg/sqm using mechanical room etc. |
| 6 | Providing and Laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 Tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.5% 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 roleers to achieve the desired compaction as per MORTH specification clause no. 507 complete in all respects. Grade-II (As per CRRI Recommendation) (As per MoRTH analysis attached). |
| 7 | Providing and applying tack coat on bituminious surface @ 4.5% of Weight Mix. Bitumen of grade VG-30, includig heating the bitumen, spraying the bitumen the mechanical operated spary unit fitted on bitumen boiler, cleaning and preparing the exiting road surface as per specifications.As per Analysis Attached |
| 8 | Providing and Laying bituminous concrete 40 mm thick with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 % 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 achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects. (As per CRRI Recommendation) (As per MoRTH analysis attached). |
| 9 | Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. |
| 10 | Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M 50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. New Item 15 Chapter-20 |
| 11 | R.C.C. work with cement, approved coarse sand & 20mm approved stone ballast in proportion of 1:1.5:3 in T-beam & slabs roof and R.C.C Column. including aupply all materials but excluding supply of reinforcement & its bending but including its fixing in position & binding the same with 24 BWG GI binding wire & including the cost of binding wire & including providing & fixing necessary centering & shuttering & its removal after completion of work & supply of all other materials, labour T&P etc.required for proper completion of work. SI No. 287(A) |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 13 | 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:35-2015 The finished surface to be level, uniform and free from streaks and holes. Rates are inclusive of all taxes, royalty, etc. all T&P/machine material and labour required for proper completion of work.. SI No.7 New Item |
| 14 | Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT 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 wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping 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 corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work. Note: The composite warranty jointly signed by original manufacturer & authorized converter of at least 7 years shall be furnished non judicial stamp of required denomination. Rates As per PWD SOR SI No. New Item 11 (RPM With Shankh) |
| 15 | Providing & Fixing of Stainless Steel( 304 Grade Board) frame with green color base & white color refelective letter as per design & drawing of Work Description board. (As per office order no. 1150 dated 16.09.2023) PGM Cam |
| 16 | E/W in Excavation in foundation in soil Mixed With Moorum, Shingle, kankar Requiring the use of special tools and plant such as pickaxes, Sabbales etc.all complete as the direction of engineer in charge . AS PER PWD SOR Chapter-4 Earthwork Si No. 252 |
| 17 | Cement Concrete with 4 cm guage approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, tools & Plant etc. required for proper completion of work. Please Enable Macros to View BoQ information |
