Estimate for reconstruction of Head Regulator of 1-L minor at RD 135/L, Fall at RD 2000 and VR Bridge at RD 3135 of Kokri Disty

Amount

Dismantling brick work tile, masonry or tile lining in cement.

Dismantling Reinforced Cement Concrete.

Dismantling Cement Concrete 1:4:8.

Filling stones into crates and hand packing i/c supplying and carrying stones from quarry complete in all respect.

Weaving wire netting for wire crates including binding sides and partitions to make crates of 6"x6" mesh

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.

Preparing watering and ramming surface for laying concrete, for irrigation channels horizontally.

Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.

Back filling with Sandy material behind abutment, wing wall and return wall complete as per drawing and Technical Specifications.

Supplying & laying dry brick ballast.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. For PCC M-15 Grade using concrete mixer i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-30 grade, Using Batching plant Transit mixture pump , i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-20 grade, Using Batching plant Transit mixture pump, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications for RCC M-25 grade, Using concrete mixer, i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect.

Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.

Re-handling of Earthwork with lead 30 meters

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

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.

Cement concrete lining 10cm thick or less (75mm) with mechanical Paver 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. Concrete lining to be done on bed and on slide slopes upto vertical height 2.0m.

Cement concrete lining 10cm thick or less (75mm) with mechanical Paver 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. Concrete lining to be done on bed and on slide slopes upto vertical height 2.0 m but upto 3.5m.

Providing and laying cement concrete M-15 for Sleeper mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. For PCC M-20 Grade using concrete mixer i/c shuttering and vibrating etc but excluding steel reinforcement complete in all respect.

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 drawingand at locations directed by the Engineer, all as specified-with concrete mixture.

Filling expansion joints with special impervious hot pour

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technica lS pecifications.

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 sqm.

Supplying Direction/Diversion Plate 900x300 mm rectangular with high intensity microprismatic grade retro reflective sheeting Type IV.

Labour for First class burnt brick work laid in mud mortar in foundation and plinth.

Dismanteling brick work in mud mortar

Providing and fixing drainage spout complete 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. 110mm o/d PVC pipe of 2.5 Kgf. /sqcm

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or lass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per CSR 24.44 (ai)

Definition Plate 600x200mm rectangular as per as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.

Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012.

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012,

Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012

Providing skin plate of Gates (8mm) of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.

Providing and fixing Structural Steel work complete in all respects and to entire satisfaction of Engineer-in-charge.

Providing & Fixing MS Plate of various sizes complete in all respect and to entire satisfaction of engineer in-charge.

Steel casting as per I.S. specification & grade complete in all repects and to entire satisfaction of engineer-in-charge.

Providing & Fixing J -anchor dia 16mm complete in all respect and to entire satisfaction of engineer in-charge.

Providing & Fixing J -anchor dia 12mm complete in all respect and to entire satisfaction of engineer in-charge.

Providing chequred plate 8mm thick of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.

Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of Engineer-in-charge

Providing hollow bulb seal (J- Seal) and fixing in position including preparation of suface complete in all respects and to entire satisfaction of Engineer-in-charge (100/44).

Providing and Fixing in Position of flat/wedge seal including preparion of surface complete in all respects and to entire satisfaction of Engineer-in-charge size 80x12mm.

Providing and Fixing Galvanized Nut and Bolts of all Sizes and length required and to entire satisfaction of Engineer-in-charge.

Supply of Multipurpose synthetic Grease Complete in all respects and to entire satisfaction of engineer-in-charge.

Supply of Multigrade Mobile oil 10w-40 or 10w-50 Complete in all respects and to entire satisfaction of engineer-in-charge.

Providing High Speed Diesel

Providing 7 watt LED 40 watt Solar Pannel Battery 12V-40Ah with T-Gel Battery.

Applying priming coat with metal primer on new steel or iron work i/c preperation of surface.

Painting two coats with anticorrosive bitumastic Paint to give an even shade with special quality paint.

Painting two or more coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on steel or iron work.

Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of enginer incharge (i) 6 mm wide.

Providing and Fixing 0.5 qtl capacity spindle hoist assembly complete in all respects and to entire satisfaction of Engineer-in-charge size 80x12mm.

Commissing and testing of gates at site complete in all respects and to entire satisfaction of enginer incharge

Any other Item

SATPAL CONTRACTOR (BID ID -597592)