In Year 2025-26 Special Repair work of Gaderna to Gaderna Khurd link road in Ch. 0.500 in 1x3x3 Mtr RCC Box Culvert.

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 up to a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Sand filling in plinth including supply of necessary quantity of sand approved quarry from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clauses 802,803,1202 & 1203 P.C.C. M-15

Providing concrete for plain concrete in bed, Toe wall and cutoff wall complete as per drawing and technical specifications clauses 802,803,1202 & 1203 (grade M-20)

Reinforced Cement Concrete, Grade M25 complete including cost of grit and coarse sand from approved quarry including all labour, T&P etc reqd. for proper completion of the work

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 & 1202

Surface dewarting of foundation including all arrangement in KWH by diesel pump set surface dewarting of foundation including all arrangement in KWH by electric pump set.

Boring with 100 mm casing including lowering & extraction assambling, loading, unlodaing & cartage etc. (Hire charges only)

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

Laying and spreading available soil in the subgrade on a prepared surface, pulversing, mixing the spread soin in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of centents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403.

Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 Km in stages to proper grade and camber , MORD specifications 405-2 WBM Grading-2

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 Km in stages to proper grade and camber , MORD specifications 405-3 WBM Grading-3

Providing and applying primer coat with bitumen Emulsion S.S. on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.30 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 sutable 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 or Type B or Type C as per Technical Sepecification 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

Laying and spreading available soil in the subgrade on a prepared surface, pulversing, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of centents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403. (Earthen Shoulder

Diversigen in execting minor bridge

Supply laying Fixing of 1000 mm dia Hume pipe

Providing and laying of Filter media with granular materials/stone crushed aggregates satisying the requirement 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 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 frawing and technical Specification.

Providing and laying boulders side slope on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 35 mm x35 mm x5 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing

Road Delinator Delineator Supply & Fixing of MS Delineator made of Mild Steel with pure polyester power coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion the surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall haveian ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground Mild steel Guide Poles shall conform to Type XI sheeting specification as per IRC: 67 and ASTM D4956 which would ensure to obtaint clear visibility of having the sheeting tested for coefficiant of retro reflection. The rate shall include all material, labout, T&P transportation, installation and incidients all complete as per direction of the Engineer-in-Charge.