1253/MP44PMJM05/Umaria

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP44PMJM05 (Offer Based on SSR issued by MPRRDA Effective from 01/01/2024) as per detailed BOQ attached in Annex-II A.

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MPRRDA, PIU Umaria

Bill of Quantity

Details for the Percentage (%) Rate Tender

Based on SSR 01/01/2024

District :- Umaria PIU :- Umaria Package No. :- MP44PMJM05

Manpur

Manpur

Manpur

Manpur

Total

Amount of Construction Cost

Amount of Maintenance Cost

Total Amount of PAC

Pavement Work

B. Reference piller (As per drawing annex-I)

Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 Technical Specification Clause 302.3.11

(B) 500 mm dia

500 mm Dia Hume Pipe

(A) NP3 Pipes 600 mm dia

( E ) NP2 Pipes 300 mm dia

CD WORKS

(II) Ordinary rock (not requiring blasting) i. Upto 3 m depth

i)in rock Upto 3 m depth

iv)hard rock (not requiring blasting)

(I) Ordinary Soil

(II) 1.5 to 3.0 MT Face wall

Foundation Concrete

Face wall

Pipe In Casing

Number Pillers

Deduction of opening of pipe

For number of Pillers 8 mm Dia

Ring 8 mm Dia

@ 0.394 kg/m = 5.122 kg

Providing and laying ISI mark reinforced cement concrete hume pipe NP3 for culverts on first class bedding of granular material in single row including jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, bedding, concrete and masonry works in head walls and parapets Clause 1101.6

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material

Below Face wall

Granular material

Construction of un-reinforced 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 construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,