PERMANENT RESTORATION WORK UNDER PACKAGE NO. DD2/BAD/PR/2025-26-06

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 50 m as per MoRTH Specification Clause 305.3

MUNWAS TO SARE RAMA KM 0/0 TO 5/0

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.) By Mechanical Means with all lead

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

BHUTALA TO PANCHAWATON KI BHAGHAL KM 0/0 TO 1/300

AR HEERAWATON KI BHAGAL KM 0/0 TO 2/200

MUNWAS TO SARE RAMA KM 0/0 TO 5/0

Cement Concrete Pavement (Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge

laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

BHUTALA TO PANCHAWATON KI BHAGHAL KM 0/0 TO 1/300

AR HEERAWATON KI BHAGAL KM 0/0 TO 2/200

MUNWAS TO SARE RAMA KM 0/0 TO 5/0

Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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. Classification :-

Ordinary Soil. Upto 3 m depth.

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

LOSSING TO GOGUNDA

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

LOSSING TO GOGUNDA

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5)

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

LOSSING TO GOGUNDA

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

LOSSING TO GOGUNDA

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row (Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905.) 1000 mm dia

SANGATH TO PEEPAD

Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material

A/R DANGIYON KI HUNDER

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clause 1312.4

LOSSING TO GOGUNDA

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706

A/R DANGIYON KI HUNDER

SANGATH TO PEEPAD

LOSSING TO GOGUNDA