Public Works Department Tender

Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen VG-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP 30/40 TPH, laying with paver finisher and rolling with a three wheel 80-100kN 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 specification clause 508. (With HMP Plant)

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type 'C'

Construction of shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to the meet requirement of table 300-2 as per MORT&H Specification. (E/w In Patri).

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop / berms, making up of berms/shoulders maintenance of drain, maintenance of culvert, maintennance of guard rails and parapet. maintenance of road sign, speed breakers, standing tree at adjacent to road wherever required maintenance of 200m Stone(Hectometr) and kilometr stones, cutting of branches of trees, shurb and trimming of grass and weeds etc. white whashing of parapet including CD Work,painting of guard stones, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 17/2024/sa-113/23-1-2024-23- 1099/113/2023 dated 16.01.2024 & Enc lettere по. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @Zero % of total cost of PC work

Maintenance cost for 2nd year @ 1.50% cost of PC Work

Maintenance cost for 3rd year @ 3.00% cost of PC Work

Maintenance cost for 4th year @ 4.50% cost of PC Work

Maintenance cost for 5th year @ 6.00% cost of PC Work

Construction of C.C. Road and U-Drain 300x300 mm. Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405.

Construciton of un-reinforced, plain jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.3 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixerof not less than 0.20cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing. spreading the concrete with shovels, rakes, compacting using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying joint filler board near approcehes to bridges/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501

Construction of shoulders with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to the meet requirement of table 300-2 as per MORT&H Specification. (E/w In Patri).

Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251)

Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work.

Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks.

Maintenance of Concrete surface including Crack Sealing spot patching including restoration of rain cuts and dressing of side slop / berms, making up of berms / shoulders.maintenance of drain, maintenance of culverts and cause ways, maintennance of guard rails and parapet.maintenance of road sign, speed breakers, standing tree at adjacent to road wherever required maintenance of 200m Stone(Hectometr) and kilometr stones, cutting of branches of trees, shurb and trimming of grass and weeds etc white whashing of parapet including CD Work,painting of guard stones, refixing of displaced guard stone (as per performance Index Anexure-2) mentioned in GO No. 17/2024/sa-113/23-1-2024-23- 1099/113/2023 dated 16.01.2024 & Enc lettere no. 3689/C-OPRMC/MUL-2023-24 dated 17.02.2024 subjected to approval from Govt Maintence of 1st year after completion of work @Zero % of total cost of CC work

Maintenance cost for 2nd year @ 0.25% cost of CC Work

Maintenance cost for 3rd year @ 0.50% cost of CC Work

Maintenance cost for 4th year @ 0.75% cost of CC Work

Maintenance cost for 5th year @ 1.00% cost of CC Work