Estimate for construction of X-Regulator at RD 103577 of Lambi Disty

Dismantling brick work tile, masonry or tile lining in

Dismantling Reinforced Cement Concrete

BRIDGES- FOUNDATIONS & SUB- STRUCTURE 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. Mechanical Means. Depth upto 3 m.

Preparing, watering and ramming surface for laying concrete.

Cement concrete 1:4:8 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (M7.5)

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type (M10)

BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M20. Height upto 5m. With Batching Plant, Transit Mixer and Concrete Pump.

BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. RCC Grade M25. Height upto 5m. With Batching Plant, Transit Mixer and Concrete Pump.

Supplying & laying dry brick ballast.

Compaction: Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Re-handling of Earthwork with lead 30 meters

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.

BRIDGES- FOUNDATIONS & SUB- STRUCTURE: Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications.

Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

Supply of multipurpose synthetic Hetiv Grease.

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position a) R S Joists

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position b) Flats

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position c) Tees angles & channels

Supply of Skin plate

Providing and fixing of Galvanized nuts & bolts of all sizes and length required

Providing and fixing of stainless steel nuts & bolts of all sizes and length required

Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge. (ii)75 mm Ø x 12 mm Th.

Providing of hollow bulb seal and fixing in position including preparation of surface complete in all respect and to entire satisfaction of Engineer in charge 100/44 (44 dia, 100*4)

Commissioning and testing of Gates at site complete in all repects and to entire satisfaction of engineer-in- charge

MS Spindle with double start or triple start threading 11' height 1/3/4/"dia complete (i) upto 1.5 ton capacity

Supply and fixing of spindle cover

Hiring charges of machinery crane 35 ton

Fillet welding with high strength steel rods complete in all repects and to entire satisfaction of engineer-in- charge (ii) 8 mm wide

Drilling/ boring hole including complete in all respects and to entire satisfaction of Engineer-in-charge (ii)10- 20 mm Ø

LED based SPV Street lighting system: 12 Watt 75 SPV module 12.8V-30Ah, lithium ferro phosphate battery (>2000 cycles), 6 meter hot dipped GI pole, 76.1 mm OD, 3.6 mm thick & Zinc coated.

Supply of multi grade mobile oil

Removing, providing and fixing SS Flat, complete in all respect

Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 50 NB

CI housing cover with worm and worm wheel assembly, shaft, handle GM bust with triple start threading inside for spindle complete including labor charges

Head Regulator : Supply and installation of Single Faced Sluice Gate of Rectangular Shape having size of 675 mm x 525 mm . As per I.S.: 3042 (1965) (Quotations attached)

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Excavation of soil using excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to the embankment all location including all lifts and leads excluding Royalty

Earthwork for compaction in 20 cm layers and dressing., Extra for watering the earth., Extra for rolling to specifications.

Dressing of earthwork.

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above upto 1.50 m

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m

Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres.

Excavating conglomerate for drains and bed sleepers under the lining.

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

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

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Filling Contraction/Construction Joint with sealing compound complete in all respect

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

Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm

250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Any other item