Dhodapur se Dubepur hote hue Garala Devi ma Mandir Nahar Minar hote hue Latifshah ta sampark marg ke abadi bhag me CC Nirman avam Surakshatmak karya

Providing , laying , spreading and compacting of stone aggragates 22.4-53 mm size in 75 mm compacted thickness to water bound macadam of G-III specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 8-10 tones in stage to proper grade and camber applying and brooming requiste type of sreening / binding materials stone dust to fill up the interstices of coarse aggregate, watering and compacting as per directed by E/I, as per techanical specification no 405. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of un-reinforcement, plain cement concrete pavement, 20 mm thick, over a prepaired sub base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thickpolythene film, wages, steel plates including levelling the formwork as per drawing), spreading the concrete with shovel, rakes,compacted using needle, screed and plate vibrator and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slab for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause1501. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Construction of Subgrade and earthen shoulders with approved material obtained from R.O.W. with all lift and leads, spreading grading to required slope and compacted to meet requirement of Tables 300.2 as per Technical Specification Clause 303.1 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with equirements of lines, grades and cross-sections, with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

C.R with cement and coarse sand mortar in proportion of 1:4 respectively for sub structure including cost of all material, labour, T&P etc. required for proper completion of work Labour cess but excluding GST)

Plain cement concrete 1:2:4 nominal mix in foundation with crushed stone aggregate mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per technical specification cluase 802, 803, 1202 & 1203 SI No. 279b (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 including supply of all materials labour and T & P etc. required for proper completion of the work. Labour cess but excluding GST)

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