1256/MP18PMJM003/Jabalpur

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP18PMJM003 (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-1 JABALPUR

Bill of Quantity

Details for the Percentage(%) Rate Tender

Based on SSR 01.01.2024

District :- JABALPUR PIU :- JABALPUR-1, Package No. :- MP18PMJM003

Kundam

Kundam

Kundam

Total

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

A. Reference benchmark/working benchmark (As per drawing annex-I)

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

(A) (ii) Ordinary Kilometer Stone (Precast)

(iii) 200 m stone (precast)

Guard stones Providing and fixing guard stones on curves or at any other place as directed by engineer incharge made of 220 X220X1000 mm hammer dressed stones / RCC M-15 and fixed 400mm into the ground in morum and broken agreegates block of size 500X500X500mm and painted with white and black bands in 2 coat with redimix enamel paint including excavation of pit etc. complete.

(B) PMGSY Logo Board Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 16 gauge sheet over frame of angle iron 25×25×3mm as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

(A) 900 mm equilateral & triangle

(B) 600 mm Circular

(C) 800 mm x 600 mm rectangular

(D) 600 mm x 450 mm rectangular

(E) 600 mm equilateral & triangle

(A) For 7.50 M Formation Width

(i) Filling of Contraction Joint with bitumenus sealant using bitumenus primer bitumenus sealant and Jute rope 4mm dia (i/c 5% wastage)

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

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

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

(III) Hard rock (requiring blasting)

(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) P.C.C grade M 20 (i) Nominal mix (1:2:4) with 40 mm and down graded metal

(E) NP2 Pipes 300 mm dia

(III) P.C.C grade M 20 (i) Nominal mix (1:2:4)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1206.3. (I) Granular material

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

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

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

Total

Say Rs.

General Manager

M.P.R.R.D.A. PIU-1 Jabalpur (M.P.)