C/o Tile road, Drain and slab culvert Opposite Aurobindo Public School to Devi Mata mandhir Gullarwala

Amount

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Providing and laying cement concrete 1:2.5:5 (1 cement:2.5 sand:5 graded stone aggregate 40mm nominal size)curing complete including cost of centring and shuttering in foundations and plinth

Providing and laying cement concrete 1:4:8 (1 cement :4sand :8 graded stone aggregate40 mm nominal size) and curing complete including cost of centering and shuttering in foundation and plinth including carriage of materials within all leads and lifts complete in all respect.

Plain/reinforced cement concrete in substructure complete as per drawings and Technical specification Clauses 802,804,805,806,807,1202 & 1204. RCC Grade M25 ( 1:1.5:3 upto 5 mtrs height ) including cost of form work, centering, shuttering etc.

Providing mild / tor steel reinforced cement for RCC. Work including bending binding and placing in position complete up to floor all level.TMT steel.

Providing weepholes in brick masonary/ stone masonery plain / reinforced concrete abutment wing wall return wall with 100m m dia P V C pipe extendimg through the full width of the structures with slop of 1(v) :20 (H ) towards drawing face complete as par drawing and technical specification clauses

Construction of RCC railing of M-25 grade in cast-in-citu with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500 center to center spacing between vertical poste not to exceed 2000mm as per drawing and Technical Specifications Clauses 800,900 and 1208.3

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 (By mechanical means) as per Technical Specification Clause 404. including carriage of materials in all leads and lifts including mechanical means.

Providing and laying Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications clauses 802,803,1202 &1203 P.C.C. 1:3:6 grade M -10. including cost of form work, centering, shuttering etc.

Providing and laying heavy duty precast cement conrete interlocking block pavements having thickness as per draings and Technical specification clause 1504 ( sub-base of concrete floor to be paid for separtely) . 80mm. thick I.S.I. interlocking blocks.

Providing and laying cement concrete 1:2:4 (1 cement:2 sand 4 graded stone aggregate 20 mm nominal size) curing complete including cost of centring and shuttering in foundations and plinth complete.

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108. 450 mm

Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection work, back filling, concrete and masonary work in head walls and parapets clause 1108.600 mmn

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

NARANJAN DASS

RAJ KUMAR

Dheeraj Construction Company

Kalyan Singh Govt Contractor