MP02RBR01/Badwani

Construction & Upgradation of Rural Roads/CDs/Bridges Package No. MP02RBR01(Offer Based on SSR issued by MPPWD Bridge SOR Effective from 11-04-2025) as per detailed BOQ attached in Annex-II A, III A

MPRRDA,PIU- BARWANI

Bill of Quantity

Details for the Percentage(%) Rate Tender

Based on SSR MPPWD Dated 11-04-2025

District - Barwani PIU-Barwani Package No MP02RBR01

No of Bridges in Package :-1

Sendhwa

Total Proposed Bridge Length (in m)

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

Total

Ordinary soil (including back filling with approved material)

Ordinary rock (not requiring blasting)

Supplying, fitting and placing un-coated HYSD bar reinforcementinfoundationcompleteasperdrawingand technical specifications and as per relevant clauses of section 1600.

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.

Inside granular filling in abt.

Total

RCC Grade M30

filler - joint (STRIP SEAL 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

StripSealExpansionJoint

metre

Providing PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specification and as per relevant clauses of section 1700

Retaining wall

Ordinary soil (including back filling with approved material)

Supplying, fitting and placing un-coated HYSD bar reinforcementinfoundationcompleteasperdrawingand technical specifications and as per relevant clauses of section 1600.

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.

Inside granular filling in abt.

TOE Wall

Ordinary soil (including back filling with approved material)

Total

Stone/Boulder

Total

Embankment Construction with Material Obtained from Borrow Pits (Construction ofembankment with approved material CBR>5 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

HARD SHOULDER

Providing and fixing guard stones 220x220x1000mm made of hammer dressed stones and fixed 400mm into the ground in moorum and broken aggregates block of size 500x500x500 mm and given two coats of paints with white and black bands i/c excavation etc. complete.

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 IV) vide IRC:67:2022 clause 6.7.3.2 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 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. 7 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.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18%, titanium dioxide mimium 10% and intermixed glass beed, minimum 30%of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications. Note : The guarantee of Thermoplastic should be minimum 3 years

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

Total

SAY RS.

(A+B+C+D+E+F+G) Grand Total

Assistant Manager

MPRRDA, PIU-Barwani

MPRRDA,PIU- BARWANI

Name of Bridges & Length Included in Package

Details for the Item Rate/Maintenance Tender

District - Barwani PIU-Barwani Package No MP02RBR01

No of Bridges in Package :- 01

Sendhwa

Total Proposed Bridge Length (in m)

Amount of Construction Cost

Amount of Mantenance Cost

Total Amount of PAC

Assitant Manager/Subengeer

MPRRDA, PIU-1 Barwani

MPRRDA, PIU- Barwani

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