Construction of Ambulance road from Chittadharthu to Thandapani via Kaneri Km. 0/0 to 3/900 (SH- C/o 4.00 mtrs RCC slab culvert at RD. 3/850)

Amount

Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction for shoring and bracing removal of stamps and other deleterious materials and desposal up to a lead of 50 mtrs dressing of side and bottom and back filling in trenches with excavated suitable materials ordinary soil upto 3mtrs depth as per direction of engineer in charge with in all lead and lift and other incidentals.

Providing and laying cement plain concrete in open foundation complete as per drawing and Technical specifications. Clause 802,803 &,1203. PCC Garde M10 nominal size 1:3:6.as per direction of Engineer-in-Charges within all leads and lifts.

Providing and laying concrete for pain/reinforced concert in open foundations complete as per drawing and technical specification clauses 802,803.1202 and 1203 as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.

Stone masonry in cement mortar as per drawing and technical specification clause 702,704,1202 &1204 in cement mortar 1:4 (1 cement: 4 sand)within all leads and lifts and other incidentals.

Providing and laying cement concrete 1:2:4( one cement : two Sand : four graded stone aggregate) 20mm (twenty millimeter) nominal size and curing complte as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.

Supplying and placing HYSD Steel bars reinforcemnt in super structure/sub structure complete as per drawing and technisal specification clasue 1002, 1010, 1202 reer MORD specification 100 Sr. 13.3 as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.

Stone masonry in cement mortar for sub structure complete as per drawing and technical specifications clause 702, 704. 1202 1204 & in cement mortar 1:6 (1 cement: 6 sand) R/R masonry within all leads and lifts and other incidentals.

Providing and laying comcrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clasue 802, 803, 1202 nominal mix 1:4:8 (one cement :four Sand : eight graded stone aggregate) 40mm (forty millimeter) nominal size and curing complte as per direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals.

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

Back filling behind abutment wing wall and retaining wall complete as per drawing & technical specification clause 1204.3.8 including carriage of materials within all leads and lifts and other incidentals.

Providing and laying concrete for pain/reinforced concert in open foundations complete as per drawing and technical specification clauses 802,803.1202 and 1203 PCC grade M-10 nominal mix 1:3:6 (one cement :three Sand : six graded stone aggregate) as per direction of Engineer-in-Charge including carriage of material within all leads and lif

Construction of Precast RCC Rolling of M-30 grade Agg. Size not exceed 12mm (twelve millimeter) true to line and grade to ocerance of vertical RCC post not exceed inter in 500 center to center between not to exceed 2000mm levelling edequate & space between bertical past for expension completed as drawing and technical specification or as per direction of Engineer in charge including carriage of materials with in all leads, lifts and other incidentals.

NAND LAL GOVT CONT

TARUN SHARMA GOVT CONT