Improvement of Tulip Tea Garden Road under SOPD (ODS)...

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, and trees of girth upto 300 mm, removal of stumps of such trees cut earlier, as per Technical Specification Clause 201. (II) By Manual Means A) In area of light jungle.

Construction of embankment with approved materials obtained from borrow pits, and compacting to meet requirement of Tables 300.1 and 300.2 (i) From Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, as per Technical Specification Clause 303. (a) From Private land

Construction of Granular Sub-Base (GSB) by providing well graded materials, spreading in uniform layers at OMC... to achieve the desired density, complete as per Technical Specification Clause 401.

Providing laying, spreading and compacting stone aggregates of specific sizes to WBM specification and compacting to the required density etc. as per Technical Specification Clause 405. By manual means (iii) Grading III Materials

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504. complete including carriage (a) Including Edge block/Edge restrainsts

Reinforced cement concrete M15 grade kilometre 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) Ordinary Kilometer Stone (Precast)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 800 x 600 mm rectangular

(ii) 600 mm equilateral triangle

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m dressing of sides and bottom and back filling within trenches with excavated suitable material. Ordinary Soil A. Manual Means (Without dewatering) (I) Upto 3.0m depth

Laying bedding on well compacted sand as per Cl. 1105 (i) Sand filling

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203. (A) With crushed stone. (I) PCC grade M10: Nominal Mix

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203. (A) With crushed stone. (I) PCC grade M15: Nominal Mix

Brick masonary work in Cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications clauses 600, 602, 603, 604, 1202 & 1203.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) with crushed stone (ii) RCC grade M25 (A) up to 5m

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (i) with crushed stone

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H)towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting placing HYSD bar reinforcement in super structure complete as per drawing & technical specifications cl. 1002, 1010 and 1202

Providing and laying shaded Interlocking concrete block pavement having thickness 80 mm as per IS 15658: 2006 compressive strength 47.2 N/mm

Grannular Sub-base by providing well graded materials Gr-II

Plastering with cement mortar (1:4), 15mm thick on brick work in sub-structure as per technical specification

Suraj Kr. Basumatary

MD.Alaluddin

Kumar Ravi Jaiswal

ASHIM MAHANTA

Vikash Mohan Singh