MP31RBR02/Ratlam

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No.MP31RBR02 (Offer Based on SOR issued by MPPWD Effective from 11-04-2025.) as per detailed BOQ attached in Annex-II A.

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MPRRDA, PIU Ratlam

Bill of Quantity

Details for the Percentage (%) Rate Tender

Based on SSR 11-04-2025

District :- Ratlam PIU :- Ratlam Package No. :- MP31RBR02

Jaora

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Approach work

A) In area of light jungle

B) Cement Concrete Grade M-15 & M-20

C)Prestressed / Reinforced cement concrete grade M-25 & above

(ii) Dismantling Brick / Tile work

(B) In cement mortar

IX) Removing all type of Hume pipes and stacking within a lead of 1000 meters including earthwork and dismantling of masonry works. C Above 900 mm

Embankment/ Sub Grade Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300

Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevant clauses of section-300

A)Hard Shoulders (CBR value >12)

x) 80 cm x 60 cm rectangular

iv) 60 cm equilateral triangle

viii) 60 cm circular

xii) 60 cm x 45 cm rectangular

Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Bridge work

I) Ordinary soil (including back filling with approved material)

(i) Depth upto 3 m

(ii) Depth 3 m to 6 m

II) Ordinary rock (not requiring blasting)

(i) Depth upto 3 m

(ii) Depth 3 m to 6 m

IV) Hard rock (blasting Prohibited)

I) Ordinary soil (including back filling with approved material)

a) upto 3 m depth 50%

b) beyond 3 m to 6 m depth 75%

II) Ordinary rock (not requiring blasting)

a) upto 3 m depth 50%

b) beyond 3 m to 6 m depth 75%

IV) Hard rock (blasting Prohibited)

(i)With Batching Plant, (Pan Type or Twin Shaft type) Transit Mixer and Concrete Pump

A) PCC Grade M15

E) RCC Grade M25

G) RCC Grade M30

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section FE 500

Taking, exploratory boring 100mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications

a) Upto 1.0 m below bed level

b) Beyond 1.0 m depth upto 5.0 m

c) Beyond 5.0 m depth

F) RCC Grade M25 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump

1 Height up to 5 m

G) RCC Grade M30 With Batching Plant, (Pan Type or Twin Shaft type)Transit Mixer and Concrete Pump

1 Height up to 5 m

2 Height 5 to 10 m

A) Granular material

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.

Providing and fixing in position bituminous paper bearing for slabs as per approved drawing and confirming to IS:1398.

C) RCC Grade M 30 With Batching Plant (Pan Type or Twin Type Shaft type), Transit Mixer and Concrete Pump

1 Height up to 5 m

Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver, spread, compacted and finished with power trowel in a continuous operation including provision of admixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications

I)Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as per drawing & Technical Specification.

II) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

III) Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

IV) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

A) Stone/Boulder

MPRRDA/24 ( 10.12 A)

MPRRDA/24 (10.13)

MPRRDA/24 (12.14)

AM/Sub.Engineer

MPRRDA PIU Ratlam

MPRRDA,PIU-Ratlam

Name of Roads & Length Included in Package

Details for the Percentage (%) Rate Tender

District :- Ratlam PIU :- Ratlam Package No. :- MP31RBR02

No of Roads in Bridge :- 01

Jaora

Total Proposed Road Length (in Km)

Amount of Construction Cost

Amount of Maintenance Cost

Total Amount of PAC

Assitant Manager/Sub Engineer

MPRRDA, PIU-Ratlam