Estimate for construction of Box Culvert bridge at RD 59295 of Pull Disty

Dismantling concrete Cement concrete plain

Dismantling brick work tile, masonry or tile lining in arch work in cement/ lime

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Grade M25 with computerised batchmixing.

21.32 (F) (a) Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications Grade M25

22.1 C(A) Furnishing and Placing (i) Reinforced/Prestressed cement concretein/sub-structure superstructureas per drawing and Technical Specification. Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super-structure including vibrator (M-30)

22.2 Supplying, fitting and placing HYSD bar reinforcumcement in super-structure completeas per drawing and technical specifications.

Drainage Spouts complete as perdrawing no. SD/205 andTechnical specification with 0.6meter long GI 100 mm dia drainageGI light grade pipe (For Bridges)

Providing and applying 2 coats of waterbased cement paint to unplastered concretesurface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applyingpaint @ of 1 litre for 2 sqm.

Tar Papper Polythene films/ sheet of 100,125, 150, 200,250 micron( blow slab at abutment bed plates).

Filling Expansion joint, with special bituminous material of size 20mm wide and approx 600 mm deep in bridge slab to provide for horizontal movements and vertical movement all as per approved drawings and specification.

Providing ,fitting and fixing G.I Pipe on parapet wall of bridge including cost of specials and cutting etc. as per drawing and technical specification 65mm dia i/d

Providing ,fitting and fixing M.S Plate on parapit wall of bridge with MS plate jointed with erection of 16mm U Bolt with hexa nut and standard washer with hosting and erection in position . as per drawing and technical specification

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients,cutting, jointing and testing complete as per specifications.160mm o/d PVC pipe of 4 Kgf. / sqcm

Cement concrete lining 75 mm Thick or Less laid manually in sleepers and safety ladder for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

filling expansion joints with special impervious hot pour 12.5mm wide.

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 excavated surplus soil. In Ordinary soil by mechanical means Depth upto 3 m

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump

Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, 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, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST 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-with concrete mixture.

Any other Item

Shiv Shakti Engineering Works