Construction work of new 2x3.00 m span RCC box culvert in place of old damaged culvert located on the Purva link road from Km-11 of Baskhari Mandighat road to Hira Public School Manukhan.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

Supply & laying of 900 mm dia hume pipe colvert.

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

Plain/Reinforced Cement Concrete in Foundation complete as per Drawing and Technical Specifications. (M 15)

Plain/Reinforced Cement Concrete in Wall/Slab complete as per Drawing and Technical Specifications.(M 30)

Plain/Reinforced Cement Concrete in Apporch Slab complete as per Drawing and Technical Specifications.(M 30)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Box Cell Structure complete as per Drawing and Technical Specifications.

Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications

Crash Barriers for Bridge Provision of an Reinforced cement concrete crash barrier at the bridge decks & approaches to bridge structures, Constructed with Reinforced Cement Concrete with HYSD reinforcement conformin MoRT&H Specification and as per details given iRC-5 including dowel bars, expansion joints filled with pre-moulded asphalt filler board etc. and approved drawing and at locations directed by the Engineer, all as Specified B. Crash Barriers for Bridge (Height 1100mm) as per details given IRC-5 (fig.-2) (Area-0.298 Sqm. for-1 meter length).

Drainage Spouts complete as per drawing and Technical specification

Providing and laying Cement concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification

Dismentaling of Bituminous Surface of Road

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 material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

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 material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, 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 either Type A as per Technical Specification Clause 508.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510

Brick Eadging

Note : G.S.T. Will be Paid Extra As per Aplicable.