PDNA/ Kamrup /06

Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land

Granular Sub -base with Well Graded Material (Table 400.1) By Mix in place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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. ii ) For Grading II Material

WMM Providing, laying, spreading and compacting stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Oug Mill), carriage of mix material by tipper to site, laying in uniform layers in sub-base.base course on a well prepared sub-base and compacting withsmooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Interlocking concrete block pavement Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints

RCC Drain 400.00 meters Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth

Laying brick soiling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25mm thick layer of earth over brick soiling,watering and rolling the same with three wheel road roller 80-100 Kn as per Technical Specification Clause 412.

Plain/Reinforced cement concrete, in sub-structure complete as per drawing and technical specification including steel shuttering formwork.(N) Without plasticiser, A PCC Grade M-15 Nominal Mix 1:2.5:5

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification and steel shuttering formwork RCC Grade M-25,

Supplying, fitting and placing TMT IS:1786 Fe500D bar reinforcement in foundation complete as per drawing and technical specifications clauses 1TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent)

Providing weep holes in brick/stone masonry abutment and return wall with 100mm dia AC Pioe, extending through the full width of the structure with slpoe of 1V:20H towards drawing force complete as per drawing technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification , 'II -Sandy material

Construction of 600mm dia HP Culvert 2Nos Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(1:3:6) (I) PCC M10

Laying 1st class bedding on well compected sand, moorum as per Clause 115(ii) Granular bedding

Brick msonry work in cement mortar in foundation of wall complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 ii) In 1:4 cement mortar

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of grannular material in single row including fixing collar with cement mortar 1;2 but excluding excavatiuon, protection works, backfilling, concrete and masonary works, in head walls and parapets Clause 1106. B) 600 MM Dia

Plastering with cement morter(1:6) 15mm thick on brick work in sub structure as per technical specification.

Please Enable Macros to View BoQ information