MP11RBR02/Dhar-1

Construction/Upgradation of Rural Road and CDs under Package No. MP11RBR02 (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 Dhar-1

Bill of Quantity

Details for the Percentage (%) Rate Tender

Based on SSR 11-04-2025

District :- Dhar PIU :- Dhar-1 Package No. :- MP11RBR02 (MP11RBR01+MP11RBR02)

Tirla

Tirla

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Approach work

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.

Granular Sub-base with Close Graded Material (Table: - 400-1) Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)

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 x) 80 cm x 60 cm rectangular

Reinforced Cement Concrete Crash Barrier Providing of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyedto the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. (i) M 40 grade concrete

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.

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

MPRRDA/24 (10.12 ( A))

MPRRDA/24 (10.12 ( B))

MPRRDA/24 (10.13)

Bridge work

RCC Grade M 30 With Batching Plant (Pan Type or Twin Type Shaft type), Transit Mixer and Concrete Pump (i) For Solid slab & voided slab 2 Height 5 to 10 m

Supplying, fitting and placing HYSD bars reinforcement in super- structure complete as per confirming to IS 1786:2000 drawing and technical specifications as per relevant clauses of section 1600 (i) FE 500

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 Spouts complete as per MoRT&H standard drawing and Technical specificationand as per clause 2705 of specifications.

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 and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R, dtd.11.05.1987 of MP Rajya Setu Nirman Nigam Bhopal.

PCC M15 Grade leveling course below approach slab complete as perdrawing and Technical specification and as per relevant clauses of section 1700.

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.

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 as per relevant clauses of section 300 & 2100 in

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

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. Note: - Only footing size with 15cm off set all around to be considered for pavement.

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 up to 1000 m. (Pile diameter-1200 mm) as per specification 1100, 1600 and 1700.

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

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 1600. FE 500

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

Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600. FE 500

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC 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, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. A Granular material

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

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. 1)All bearings must fulfill the latest requirement of IRC-83-II- 2018. 2) Each bearing must of its permanent Unique Identification number & manufacture logo for future traceability. 3) Each batch used in manufacturing of bearings must have minimum 60% polymer & maximum 5% of Ash content. 4) All bearings are having under the tolerance limit of IRC-83-11- 2018. 5) No reclaimed or vulcanized wastes shall be used for the manufacturing of bearing. 6) EPDM or Similar candidate elastomer use shall not be permitted. 7) In case of any issue or special railway requirement, a sample made from same batch of minimum size (200 x 200 x 20) mm shall be tested for 2 million fatigue cycle with frequency of 2hz to 3hz.

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

Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification

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 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

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters.

Geneeral Manager

MPRRDA,PIU Dhar-1

MPRRDA,PIU-01, DHAR

Name of Roads & Length Included in Package

Details for the Percentage (%) Rate Tender

District :- Dhar PIU :- Dhar-1 Package No. :- MP11RBR02 (MP11RBR01+MP11RBR02)

No of Roads in Bridge :- 02

Tirla

Tirla

Total Bridge Length

Amount of Bridge Cost

Amount of Maintenance Cost

Total Amount of PAC

Assitant Manager/Sub Engineer

MPRRDA, PIU-1 Dhar