CONSTRUCTION OF TIUTHA PITCH TO KUDWA ROAD

Construction of subgrade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 in all aspects or as per direction of E/I in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3.as per Technical specification complete in all aspects or as per direction of E/I . in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing and Laying 12.50/11.00 cm compacted thickness granular sub-base (G.S.B. Grade-1) by providing well graded material, spreading in uniform layers with motor 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 Speicification Clause 401 including cost of material , roller, cartage ,loading, unloading ,labour and all taxes complete or as per Technial Specification Complete in all aspects or as per direction of E/I. in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Providing, Laying, spreading and compacting stone aggregates of 53-22.4 mm size material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, Stone screening grit to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. as per Technial Specification Complete in all aspects or as per direction of E/I. in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Construction of un-reinforced, plain cement concrete pavement with M30 grade concrete, thickness as per design, over a prepared sub base with 43 grade cement as per Clause 1501.2.2, 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 0.20 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side framework(steel channel, laying and fixing of 125 micron thick polythene film including levelling the framework as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in a continuous operation including provision of contraction joints, applying curing of concrete slabs for 14-days and water finished to lines and grades as per drawing and MORD specification Clause 1501. in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

NP3 Hume Pipe Culvert 600 mm Dia- 2 No. Excavation in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. as per Technical Specification Clause 302(II) in all aspects or as per direction of E/I . in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Cement Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per S.I. NO. 280 with curing in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

First class brick work in 1:4 cement and fine sand of 1.25 F.M. mortar in foundation and plinth including supply of all materials , labour and T&P etc. required for proper completion of the work .SI No-305 .with curing in all aspects or as per direction of E/I (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)

Struck pointing with cement mortar consisiting of 1 part cement and 2 part fine sand of F.M 1.25 including supply of all materials labour and T&P etc required for proper completion of the work SI No-574 with curing in all aspects or as per direction of E/I . (Rates are excluding G.S.T. but including of all other taxes labour cess, material, labour and T&P etc.)