MP51RBR02/Agar

Road/Bridge Work

Construction/Upgradation of Rural Road and CDs under Package No. MP51RBR02 (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. :- MP51RBR02

Badod

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Excavation

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)as per relevant clauses of section 300 & 2100 in

Dewatering

Add extra as follows in the rates of the above items if dewatering is resorted to

Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing as per section 1200 & 1900.

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)as per specification 1100, 1600 and 1700.

Conducting Static Pile Test as per IS 2911 part 4 and IRC 75:2024 on Intial (2.5 tune of Design load) & Routine (1.5 tunnes of Design Load) pile, day using following methods. 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. (C) 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)

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.

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 MoRT&H specifications complete including all accessories as per drawing and Technical Specifications.

Reinforced Cement Concrete in S.structure - M30

(ii) For Cost in situ RCC T-beam & slab

2. Height 5 to 10m

HYSD bar reinforcement in superstructure

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of (E) RCC/PSC Grade M 40 Concrete with plant (Drum Type) and placing (i) sections 1500,1700 and 2300 in 2. Height 5 to 10m

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

Cement Concrete Wearing Course

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.

Drainage Spout

Drainage Spouts complete as per MoRT&H standard drawing and Technical specificationand 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

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

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 sealholding 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 steel grades:

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.

Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

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 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractor. Note: - Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board

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. )

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beeds on Bituminous surface.Providing and applying (Cleaning of Bituminous surface) thermoplastic compound

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.

Dismantling of existing structure

APPROACH ROAD

Excavation in KHAJOORI BAROD

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 ASANDHIYA

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

Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means as per clause 502 of specifications.

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.

Protection work

Excavation

M15 grade PCC below foundation

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.

Metal Beam Crash Barrier

Speed Breaker

MPRRDA SOR 2024 10.14

Road Markers/Road Stud with Lense Reflector

Road Markers/Road Stud with Lense Reflector

Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retroreflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK

HAZARD SIGN BOARD

Villeage Name Sign board

Direction and Place Identification signs upto 0.9 sqm size board. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2022 clause 6.7.4.3 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2022 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2022 and Table 800-3 of MoRT&H specification of in the clause 6.8 of the IRC 67-2022 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on 2 nos. of MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back-support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol Make as per clause 6.9 of IRC: 67:2022 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2022 for the product offered shall be submitted by the contractor. Note: - Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the 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

Badod

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Assitant Manager/Sub Engineer

MPRRDA, PIU- AGAR