Public Works Department Tender

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case - III : Type C (I) Bitumen (S-90)

Excavation in foundation in ordinary soil (Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) 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 direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches.

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 og guard rails and parapet.maintenance of road sign,speed breakers, standing tree at adjacent to road wherever required.maintenance of Hectometr and kilometr stone, cutting of branches of tree, shurb and trimming of grass and weeds etc.white whashing of parapet including CD Work,painting of guard stone, refixing of displaced guard stone (as per performance Index Anexure-1) mentioned in GO No. 55 /2022 /187 /23-9-2022-02 Nabard / 2021 Dt. 28.04.20022 & Enc lettere no. 14 BDD -1 ( NH ) / 40 MT - 11 / 2024 dated 03.01.2024 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

WBM Grading 3 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 3 as per Technical Specification Clause 405. (A) By Manual Means

Construction of un-reinforced, dowel 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum 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 formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Excavation in foundation in Black Cotton soil including lift up to 1.50 m and lead up to 30 m including filling watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth as directed by the Engineer-in-charge as per S.I. No. 251.

Sand filling in foundation and plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km. from the site of work and including watering dressing etc. rate to include cost of all materials labour and T&P etc. required for proper completion of work as per S.I. No. 255.

Cement concrete in foundation in 1:4:8 ratio of cement coarse sand and 40 mm gauge stone ballast including supply of all materials, labour and T&P etc. required for proper completion of work as per S.I. No. 281.

RCC work with cement approved coarse sand and 2cm. (3/4'') gauge approved stone ballast in the proportion 1:1½:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. SI No-289

HYSD Bar of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

Maintenance of concrete surface including crack sealing spot pitching inluding 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 dated16.01.2024 & 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