Year 2025-26 Under New Construction of Chandausi Bahjoi Main road to A.M. world School Link road

Construction of subgrade and earthenshoulders with approved material obtained from road side with all lifts and leads trancporting to sites, spreading, grading to required slope and compected to meet requirement of table 300.2 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Construction of subgrade and earthenshoulders with approved material obtained from borow pits with all lifts and leads trancporting 3.00 upto sites, spreading, grading to required slope and compected to meet requirement of table No. 300-2 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Construction of granular sub-base 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 Specification Clause 401.and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Providing, laying, spreading and compacting stone aggregates of specific sizes 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per design over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates 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 frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the framework as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 but including cost of polythene sheet and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

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 requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

providing concrete for plain/reinforced concrete P.C.C. Grade M-10 (1:3:6) in open foundations complete as per drawing and technical specifications. and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Laying and compacting dry O.B.B. 40mm. Gauge in foundation in layers of not more than 15cm. Thickness including local sand, in ratio 2:1 as per direction of the Engineer-in-Charge including cost of all materials, labour T&P etc. required and including watering & ramming for proper completion of work. Chp 1 2c and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Brick masonry work in cement mortar in foundation complete excepting pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203 and including all material, labour, labour cess, T&P royalty, all tasex etc. complete as per diretcion by i-in-c but excluding G.S.T.

Supply and laying 350mm dia NP-3 Hume pipe including cost of all material, Labour, royalty, T&P and all taxes etc required for proper completion of work