MP10RBR02/Dewas

Construction/Upgradation of Rural Road and CDs under Package No. MP10RBR02 (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 Dewas

Bill of Quantity

Details for the Percentage (%) Rate Tender

Based on SSR 11-04-2025

District :- DEWAS PIU :- DEWAS Package No. :- MP10RBR02

Khategaon

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Approach work

Pile load test on single vertical pile in accordance with IS:2911(Part-IV) a) By using kentiledge method as per IS 2911 part 4 clause No 7.1.3 (a)

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700.

HSD bar Reinforcement

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)

M15 grade PCC below foundation

Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700.

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

Reinforced Cement Concrete in substructure - M30

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

Elastomeric Bearing

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 MoRTH specifications complete including all

Reinforced Cement Concrete in S.Structure - M30

For Cost in situ RCC T-beam & slab

Height 5 to 10m

HYSD bar reinforcement in superstructure

Cement Concrete Wearing Course

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

RCC railing of M30 Grade

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of sections 1500,1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/201 or SD/304)

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 m-30 in Approach Slab, including reinf

Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704

Strip seal type expansion joint

Strip Seal Expansion Joint Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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.

Compression Seal joint

Providing and laying compression seal consisting of steel armoured nosing of the joint gap sutaibly anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.

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.

Traffic Sign Boards

8.4 road sor 2025

PMGSY Information Board

SSR PMG SY 2019 Item no 10.12 A

PMGSY Citizen Information Board

SSR PMG SY 2019 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

8.41 road sor 2025

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

2.3(i) (B) road sor 2025

2.3 ix © road sor 2025

2.5 road sor 2025

APPROACH ROAD

Excavation in DULWA

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Excavation in BIJALGAON

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

Construction of embankment

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.)

Shoulders

Construction of granular sub-base

Wet Mix Macadam

Prime Coat Over WMM/WBM

Tack Coat

@ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)

Open - Graded Premix Surfacing

Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less

Seal Coat

Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. all complete as per clause 511 of specification.

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 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.

General Manager

MPRRDA PIU Dewas

MPRRDA,PIU- Dewas

Name of Roads & Length Included in Package

Details for the Percentage (%) Rate Tender

District :- Dewas PIU :- Dewas Package No. :- MP10RBR02

No of Roads in Bridge :- 01

Khategaon

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Assitant Manager/Sub Engineer

MPRRDA, PIU- DEWAS