Widening of Gajipur Vijayipur Road (ODR) (length 33.775 Km.)

Construction of embankment with ordinary soil obtained from road side with all lifts and lead up to 30 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. [ Ref. to MoRTH Spec. No 305] in widening of embankment.,Diversion and in shoulder (Patari)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. [ Ref. to MoRTH Spec. No 305] sl no 3.17

Construction of embankment with ordinary soil obtained from borrowpit with all lifts and lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.In Abadi Portion. in widening of embankment. and in shoulder (Patari) Carted earth work from 1 Km.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and dropping in sides of roaad, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, . As per MORT&H specification No.301 sl No.3.6 In widening of road and in drain.

Providing and Laying of Blanket coat by providing, laying, spreading and compacting coarse sand of river Cane(Banda) in uniform layer on a prepared surface with motor grader and compacting with power roller etc as per MORT&H Specification No.404.3.2

Construction of granular sub-base by providing coarse graded material grade-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. sl No.4.2 (In widening,diversion and bridge )

Providing, laying, spreading and compacting graded stone aggregate to Stablized wet mix macadam specification including premixing the Material with water at OMC. cement 1.0% by wt , and 3.5% emulsion by wt in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete as per clause 406. Sl No. 4.12 In widening Portion.

Providing and applying tack coat with Bitumen VG-10 grade at the rate of.0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause . In widening Portion.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.As per Technical clause.

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 510as per Technical Specification .In widening Portion.

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. in Culverts and bridges.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. culverts and drain.

Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

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 . 1000mm dia

Same as above Item No.14 but for dia 900mm

Same as above Item No.14 but for dia 600mm

Same as above Item No.14 but for dia 350mm

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications culverts .

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications in culverts .

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 .

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of reinforced cement concrete, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.

Plain/Reinforced Cement Concrete in Super stucture complete as per Drawing and Technical Specifications. M-25 for Bed Block and slab.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications .

Reinforced Cement Concrete in super structure complete as per Drawing and Technical Specifications.RCC Grade- M-25 of cement coarse sand FM 2.5 and stone aggregate 20mm complete As per .MORT&H specification No.1500 (14.1B),(p).

Providing and laying Cement concrete wearing coat M-25 grade including reinforcement complete as per drawing and Technical Specifications.As per .MORT&H specification No.1600 (12.40).

Providing Drainage Spouts complete as per drawing and Technical specification MORT&H No.2705.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm die AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foci. Complete as per drawing and Technical Specifications. MORT&H No.2706

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification

Providing and laying boulder apron on river bed for protection against scour with boulders weighing not less than 40 kg each complete as per drawing and technical specifications.MORT&H specification No.2503 (15.1).

RSK Contracts

M/s Jagdamba Enterprises