1242/MP18PMJM003/Jabalpur

MPRRDA,PIU-1 JABALPUR

Bill of Quantity

Details for the Percentage(%) Rate Tender

Based on SSR 01.01.2024

Say Rs.

Kundam

Kundam

Kundam

Total

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

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

(I) Ordinary soil (i) Upto 1.5 m depth

R M of Joint

(I) Ordinary soil (ii) 1.5 m to 3 m depth

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

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 with 40 mm and down graded metal

(II) P.C.C grade M 15 (i) Nominal mix (1:2.5:5) with 40 mm and down graded metal

(III) Hard rock (requiring blasting)

Providng and fixing in position bituminious paper bearing for slabs as per approved drawing and confirming to IS:1398

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1400 (iii) For design mix RCC M 20

Supplying, fixing, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1204.15 and 1202

Supplying, fixing and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Providing and laying cement concrete wearing coat 75 mm thick M 30 grade including reinforcement of 8 mm diameter and 150 mm spacing in both direction shall be provided at the mid depth of the wearing coat etc complete as per drawing and technical specifications

Clauses 800 and 1400

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900, 1404 & 1706

Total

Cement Concrete Pavement 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,

Drainage spouts complete as per drawing and technical specifications Clause 1404.5

Filler Joint (III) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications