DEVELOPMENT OF NEW INDUSTRIAL ESTATE AT VILLAGE RUDHAU MUSTKIL,TEHSIL TUNDLA, DISTT FIROZABAD

Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift:

Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.

Deduct for not watering the excavated earth for banking

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.

Construction of granular sub-base by providing coarse graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401.GSB 1

Construction of granular sub-base by providing coarse graded material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. GSB 11

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sab bas with approve grade cement @ 400 kg per cum, coars and fine aggregate conforming to IS 383 maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix desing, transported to site,laid with a fixid form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction expansion, contraction and longitudinal joints, joint filler, separation membrane,sealant primer, joint sealant, debonding strip, dowel bar,tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

Mild steel or Iron work in plane work such as reinforcement concrete …. Complete item. Dsr no.5.22.1

Providing and laying of hot applied thermoplstic 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 finished surface applied to be level uniform and free from streaks and holes Rates are inclusive off all taxes ,royality etc all T&P machine ,materials and labour required for proper completion of work .