Name of Work:- Repair to Bridge over Local Nallah on RD road to Babatunguri road for the year 2026-27
Sl. No.
Item Description
1
Earth work in in ordinary soil in embankments , roads etc within 50 m initial lead & 1.5 mtr initial lift including rough dressing & breaking clods to max 5cm to 7 cm & laying in layers not exceeding 0.30m in depth as per specification approved by the department along with proper compaction with P.R.R including hire & running chargs of P.R.R
2
Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping of all complete as per clause 501, 502,503 & 516 of MoRT&H Specification for road & bridge work (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge.
3
Finishing surface of walls with cement based wall putty (water based) of approved make and finished smooth and even surface to receive painting including cost of scaffolding staging charges with cost of all materials labour T & P etc. as per direction of Engineer -In -charge.
4
Painting two coats with approved paint over one coat of primer including cost, conveyance, royality etc complete a per direction of Engineer-in-charge
5
Providing & applying 2 coats of weather coat paint to unplastered surface after cleaning the surface of dirt, dust, oil, greases, efflorescens & applying paint @ 1litre per 2 sqm
6
Supplying &fixing 15 cm dia RCC Guard post including cost, conveyance, royality etc complete
7
Earth work in excavation of foundation in all kinds of soil soil within initial lead and lift inluding dressing and levelling the bed to required width and depth etc complete Engineer-in-charge
8
Filling Foundation and plinth with sand including cost, conveyance, royality etc complete as per the direction of the Engineer-in-charge
9
C.C (1:3:6) using 40 mm HG Metal inluding cost conveyance of all materials taxes royalty etc. complete asper direction of Engineer-in-charge
10
Plain Cement Concrete in Open Foundation complete asper Drawing and Technical specifications and direction of Engineer-in-charge
11
Providing weepholes in Brick Masonery/ plain/ reinforced concrete Abutments, Wing walls/ return Walls with 100 mm dia A.C pipe extending through the full width of the structure with slopeof 1 v :20 H towards drawing face complete as per Technical specifications Please Enable Macros to View BoQ information
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