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 C as per Technical Specification Clause 510 Case - III : Type C By Mechanical Means(HMP 30/40) (I) Bitumen VG-10

Construction of Subgrade and Earthen Shoulders 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 1000 m as per Technical Specification Clause 303.1.

Maintinance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 for the period of 5 Years from the Actual completion of Work (Total Maintenance Cost 15%)

Maintinance cost of Ist year

Maintinance cost of 2nd year @ 1.50 % cost of Work

Maintinance cost of 3rd year @ 3.00 % cost of Work

Maintinance cost of 4th year @ 4.50 % cost of Work

Maintinance cost of 5th year @ 6.00 % cost of 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

Cement Concrete Pavement 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, admixture as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.( P.C.C grade M 10 (i) Nominal mix 1:3:6)

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II. (Brick masonry in 1:4 cement mortar)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and Technical Specification clause no. 1000.

Maintinance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 for the period of 5 Years from the Actual completion of Work (Total Maintenance Cost 2.5%)

Maintinance cost of Ist year

Maintinance cost of 2nd year @ 0.25 % cost of Work

Maintinance cost of 3rd year @ 0.50 % cost of Work

Maintinance cost of 4th year @ 0.75 % cost of Work

Maintinance cost of 5th year @ 1.00 % cost of Work