MP22RBR02/Khargone

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP22-RBR-02 (Offer Based on SSR issued by MPPWD Effective from 11.04.2025) as per detailed BOQ attached in Annex-II A.

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MPRRDA,PIU- Khargone

Bill of Quantity

Details for the Percentage(%) Rate Tender

MPPWD Based on SOR 11-04-2025

District :- Khargone PIU :- Khargone, Package No. :- MP22RBR02

Badwah

Total

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

FE 500D/FE 550/FE 550D

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

Height up to 5 m

Height 5 m To 10 m

FE 500D/ FE 550/ FE 550D

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

Height up to 5 m

Height 5 m to 10 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.

Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification and as per relevant clauses of section 1900 and 2700.

Filler joint

Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 80 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. 1. The extrusion section shall be truly monolithic, and no welding shall be allowed in the section. 2. The minimum height of the extrusion shall be 80 mm, and the total cross-sectional area of the extrusions, including the seal- holding lip, shall be at least 1500 mm². 3. The minimum thickness of the seal-holding lip shall be 6 mm. However, the thickness of the extrusion throughout the section shall not be less than 10 mm. 4. The total cross-sectional area of the anchor loop or headed shear studs on each side of the joint shall not be less than 1600 mm² per meter length of the joint. The center-to-center spacing shall not exceed 250 mm for loop anchors and 150 mm for headed shear studs. The thickness of the anchor plate shall be at least 0.7 times the diameter of the anchor loop or 12 mm, whichever is greater. 5. The steel for edge beams shall conform to any of the following

Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for measurement including unloading etc. complete as per approved drawing.

Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m.with inscribed details as per detailed drawings.

SSR PMGSY 2024 \Item No 10.12A

SSR PMGSY 2024 \Item No 10.13

FE 500D/FE 550/FE 550D

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

Height up to 5 m

FE 500D/ FE 550/ FE 550D

Approach

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.

x) 80 cm x 60 cm rectangular

A Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m

A.M./Sub-Engineer General Manager

MPRRDA,PIU-1 Khargone MPRRDA,PIU-1 Khargone