MP51RBR01/Agar

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP51RBR01 (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 Agar

Bill of Quantity

Details for the Percentage (%) Rate Tender

Based on MP PWD SSR 11-04-2025

District :- AGAR MALWA PIU :- AGAR Package No. :- MP51RBR01

Susner

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Excavation

Dewatering

M15 grade PCC below foundation

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. (i) Concrete with plant (Drum Type) and placing A PCC Grade M15

Providing & Filling Annular Space Around Footing in Rock upto top of rock with Lean cement concrete M-15 nominal mix in foundation 1.5 m in soft rock and 0.60 m in hard rock with crushed stone aggregate 40 mm nominal size and as per relevant clauses of sections 1500, 1700 and 2100.

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. G RCC Grade M30

Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600. (For FE 500)

Reinforced Cement Concrete in substructure - M30

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

Height Upto 5 m

HSD bars reinforcements in substructure

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600. (For FE 500)

Weap Holes

Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Back Filling Behind abutment

Paper Bearing

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

Reinforced Cement Concrete in substructure

RCC Grade M30

For Solid slab & voided slab

Height Upto 5 m

HYSD bar reinforcement in superstructure

Cement Concrete Wearing Course

Providing and laying Cement concrete wearing coat M-30 grade 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.

Mild Steel Railing

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

Drainage Spout

Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.

M15 grade PCC below Approach Slab

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700

RCC in Approach Slab, including reinf

Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MoRT&H standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.

Strip seal type expansion joint

Testing of span of bridge

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

Filter Media

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Embankment Earthwork

Embankment 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 relevent clauses of section-300.)

Traffic Sign Boards

Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign board as per IRC 67- 2010 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to ground by means of properly designed foundation with M15 grade concrete 4500x 4500 x600 The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.

PMGSY Information Board

SSR PMG SY 2024 Item no 10.12 A

PMGSY Citizen Information Board

SSR PMG SY 2024 Item no 10.13

Marble Plate

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

Painting on Concrete Surfaces

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)

Painting on Concrete Surfaces of R.C.C. Railing

Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Dismantling of existing structure

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200.

Dismantling of CI Water Pipe Line Dismantling of CI water pipe line up to 600 mm dia including disposal with all lifts and lead up to 1000 meters and stacking of serviceable material and unserviceable material separately under supervision of concerned department.

APPROACH ROAD

Excavation in BAMANIYAKHEDI

CONSTRUCTION OF SUBMERSIBLE BRIDGE ACROSS ON TO ROAD AT CH BLOCK- ,DISTRICT-

Excavation in SUSNER

Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 300

Construction of embankment

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.

Shoulders

Construction of granular sub-base

Wet Mix Macadam

Dry Lean Concrete

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect

Cement Concrete Pavement

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC-15-2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bars and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cost of cutting including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification.

PROTECTION WORK

Pitching on slopes

Filter Media

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Excavation

M15 grade PCC below foundation

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with. (i) Concrete with plant (Drum Type) and placing A PCC Grade M1

Speed Breaker

MPRRDA SSR 2024 10.14

Road Markers/Road Stud with Lense Reflector

SPEED BRAKER SIGN BOARD

HAZARD SIGN BOARD

Villeage Name Sign board

General Manager

MPRRDA PIU AGAR

MPRRDA,PIU- Agar

Name of Bridge & Length Included in Package

Details for the Percentage (%) Rate Tender

District :- Agar Malwa PIU :- Agar Package No. :- MP51RBR02

No of Bridge :- 01

Susner

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Assitant Manager/Sub Engineer

MPRRDA, PIU- AGAR