SE/LAK/SOPD-G/20-21/3

Amount

Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (i) Private Land.

Construction of Subgrade and Earthen Shoulders. Construction of subgrade and 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 upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment 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.

Water Bound Macadam with Crushable Screenings 3) WBM Grading 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 3 as per Technical Specification Clause 405. (A) By Manual Means

Providing and laying inertlocking concrete block pavement (M 40) having thickness 80mm as per technical specification clause 1504(Inclusive of Edge restraint and carriage)

Kilometre Stone .Reinforced cement concrete M15 grade kolometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. i) 5th kilometre Stone (precast)

Kilometre Stone .Reinforced cement concrete M15 grade kolometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. ii) 200 m Stone (precast)

Excavation Structures: Earth in excavation for structures as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deletorious matter, dressing of sides and bottom and backfilling with approved material. I.Ordinary Soil. A.manual means (i)Upto 3m depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. P.C.C grade M 10. (i) Nominal mix 1:3:6.

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204. P.C.C grade M 20 i) Nominal mix (1:2:4)

Plain/reinforced cenment concrete in substructure complete as per drawings and technical specification Clauses 802 804 805 806 807 and 1204. R.C.C grade M 20 For height upto 5m

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifcation Clauses 800 1205 and 1205.5 A. II. RCC M 25 (a) Height upto 5 m

Supplying fitting and placing TMT(Fe500) bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002 1010 and 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutmant, wingwall, return wall with 100 mm dia AC pipe extending through the full widht of the structures with slopes of 1 (V) : 20(H) towards drawaing face concrete as per drawing and technical specification.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specification Clauses 800 and 1206.3

Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. with natural Gravel (i) PCC Grade M10 (I)nominal mix 1:3:6.

Brick masonary work in cement mortar 1:3 in foundation complete excluding pointing and plastaring as per drawing and technical specification Cl.600, 1202 &1203 II Brick Masonry 1:4 cement morter

Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000mm Dia.

Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.

NEKIBUR ZAMAN AHMED

M/S MIDAS GRANITES

Niki Construction