Special Repair Work of Lakhanpura Link road in km 1(500)

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 lead upto 1000 m as per Technical Specification Clause 303.1. (Excluding GST)

Construction of Granular sub-base with 53-9.5 mm materials (Table 400.13) by mix in place method normal construction of granular sub base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method by Rotavator at once and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401 as per MORD Technical Soecification Clause 401 (Excluding GST)

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, crushable screening to fillup the interstices of course aggregate, watering and compacting to the reqiured density Grading 3 as per MORD Technical Specification Clause 405 (Excluding GST)

Low porosity providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleanin of road surface and spraying primer @ 0.70 kg./sqm using mechanical means as per MORD technical specification clause 502 (Excluding GST)

Providing and applying tack coat with bitumen VG-10 using bitumen distributor @ 0.30 kg / sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per MORD technical specification clause 503(Excluding GST)

Providing and laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal coat of Type C as per MORD Technical Specification Clause 508. (Excluding GST)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grede and cross fall using Type C as per Technical Specification MORD sepecification no. Clause 510. as per Data Book item No. 5.12 (B) Case - III TypeC (Excluding GST)

Excavation in foundation in soil requring the use of special tools and plant such as pickaxes/sabbals etc. including lift up to 1.5m and lead up to 50m as (Excluding GST)

Stone Dust Filling in foundation trenches as per drawing and technical specification clause 305.3.9 (Excluding GST)

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 (Nominal mix 1:3:6) (Excluding GST)

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . Laying Reinforced Cement Concrete Pipe NP3 / Prestressed (350 mm dia) Concrete Pipe on First Class Bedding in Single Row . (Excluding GST)

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Nominal mix 1:2:4) (Excluding GST)

RCR Stone masonary work in cement mortar in foundation complete as per drawing and technical specification Clauses 702, 704, 1202 & 1203. In 1:3 cement mortar (Excluding GST)

Pointing with cement mortar (1:3) on Stone work as per drawing and technical specification Clauses 613.3 and 1204 (Excluding GST)

Please Enable Macros to View BoQ information