Construction of Link road to Village Kharsi in G.P. Gharot km.0/0 to 2/700 (SH-C/o 6.00 mtr. Span R.C.C. Slab Culvert at km.1/500(Under SCSP)

Amount

Earth work in excavation for structure as per dry and technical specification clause 305.1 i/c setting out construction of shoring and bracing removal of stumps and other deletarious material and disposal up to a lead of 50 metre dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying cencrete for plain/reainfored concrete in open foundation. Complete asper drawing and techenical sepecifivation Clause 802,1202, and 1203 1:3:6 ( one Cement : three sand: six aggrigated ) including cariage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 as per entire satisfaction and direction of Engineer-in-Charge.cement concrete 1:6:12(One cement : six sand: twelve aggregate) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge

Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 as per entire satisfaction and direction of Engineer-in-Charge. cement concrete 1:4:8(One cement : four sand: eight aggregate) with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1204. Coursed rubble masonry (1st sort) in cement mortar 1:5. (one cement : five sand) curing complete with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 and as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and laying reinforced cement concrete in Super Structure as per drawing and technical specificatio Clause-800,1205.4 & 1205.5 in R.C.C Grade-M-25 ( 1:1½: 3 20 mm) including cariage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Supplying, fitting, and plaicng HYSD bar reinforcemdnt in superstructure complete as per drawing and technical specifications clauses 1002,101 & 1202 including cariage of materials within all leads and lifts as per direction of Engineer-in-Charge.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specification clauses 702,704,1202 & 1203 Random rubble masonry in cement mortar 1:6. (one cement : six sand) curing complete with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge.

Construction of dry rubble masonry for retaining walls, breast walls, revetment walls and parapets etc. for sub structure and super structure complete as per drawing and technical specification Clauses 704.6 & 1302.5, complete with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge

Providing and laying concrete for plain / reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 & 1203. Plain cement concrete nominal mix 1:5:10 (one cement : five sand : ten graded stone aggregate 40mm (forty millimetre) nominal size) complete within all leads, lifts carriage of material and other incidentials.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Earth filling for marshy soil) complete with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge

Drainage spouts complete as per drawing and technical specifications Clause 1209. complete with in all leads and lifts and other incidentials complete and as per the entire satisfaction and direction of Engineer-in-Charge

Gunjan Chauhan