Ward-30 Road improvement work using hot mix asphalt from Swale Nagar Navadiya Mod to the railway crossing, and from the crossing onwards, passing Rajnesh Yadav house, A.K. International School, and the Shiva temple, up to Horilal house. Also, constr

Dismantling manually/ by mechanical Bituminous road means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work .

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work.

Supply of Earth for filling or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. (Excluding Royalty) Analysis rate

RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in lighter beam excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work.

RCC 1:1.5:3 with cement c'sand stone grit of 20 mm gauge in Slabs excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work.

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as directed by E/I.

Providing laying C.C with 2cm gauge approved stone ballast, approved coarse sand and cement in praportion of 1:2:4 including supply of all materials, labour and T&P etc required for proper completetion of the work.

12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)

Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B.

P/L of 125 micron Plastic Sheet

Cement concrete with 2 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 3:1.50:1 including supply of all materials, labour and T&P etc. required for proper completion of the work

Providing,laying,spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the mterials with water at O.M.C.in mechanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. incluing lighting, guarding, barricating and maintance of diversion etc.

Providing and laying priming coat with hitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rare of 0.70 Kg Per som on the prepared surface of granular base cleaned with mechanical broom

Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications

Dense Graded Bituminous Macadam Grading 2 bluminous binder 45 per cent by weight of total mis and filter, transporting the hot milk to work site, laying with a hydrostatic pever Anisher with sensor contic to the required grade, level and alignment, rolling with 5.00%(percentage by weight of total mix ) and lime filler @ 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge.

Bituminous Concrete Grading Providing Laying bituinous concrete with binder 45 per cent by weight of total mis and filter, transporting the hot milk to work site, laying with a hydrostatic pever Anisher with sensor contic to the required grade, level and alignment, rolling with 5.4%(percentage by weight of total mix ) and lime filler @ 2% by weight of aggregate prepared in batch hot mix plant of 100-120 TPH capacity. transported to site by tippers laid over a previously surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled ,vibratory and tandem roller as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-charge.

P/L of Hot applied Thermoplastic compound 2.5 mm thick including reflectiorising glass @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRCD : 35 the finished surface to be level, uniform and free from streaks and holes including post of all type of material, labour T&P etc. required for proper complition of the work as per MORTH specification (2001) No. 803 complete