Construction of Head Regulator of Balluana Minor cum Cross Regulator at RD 47918 of Behman Distributary

Amount

Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge.(75 mm dia x 10 mm th.)

Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (57/22 x 8mm)

Supply, Providing and fixing of MS Bolts & Nuts (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.

Supply, Providing and fixing of CSK Screw (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects.

MS Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects

MS Spindle with Double Start or Triple Start Threading 1/3/4" dia complete .

Supply and Fixing of spindle cover

Fixing and Holding the gate with the help of 35 tonne capacity crane.

Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge.

Providing & Fixing Clamp Plate, complete in all respects

Painting of Gate Leaf with primer coat and two coats with Anti corrosive Bitumastic paint to give an even shade with special quality paint.

Painting two coats with ready mix synthetic enamel paints over one coat metal primer

Providing and Fixing Plates

Providing and Fixing ISMC 75x40mm

Providing and Fixing of ISA 30x30x5mm

Providing and Fixing of MS Square Bar 16 x 16 mm

Providing and Fixing Stainless Steel Flat

Providing and Fixing ISMB 100 x 75 mm

Providing and Fixing of Anchor

Threading of J-Bolt complete in all respects and to entire satisfaction of Engineer-in-Charge (Upto 75mm)

Providing and Fixing ISMC 150 x 75mm

Providing and Fixing SHS

Fillet welding with high strength steel rods complete in all respects (6mm)

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

Supply of multi purpose Synthetic hetiv grease

Supply of Diesel

Supply of Mobil Oil

Machining of Anchor Bolt to give shape complete in all respects and to entire satisfaction of Engineer-in-Charge

Providing & Fixing of Pin in position complete in all respects and to entire satisfaction of Engineer-in - charge. (upto 75mm/above 75mm)

Supply and fixing of common shaft duly machined at site complete in all respects and to entire satisfaction of engineer in charge

Fixing of coupling for common shaft with supply of Spindle shaft coupling rods and cover complete in all respects and to entire satisfaction of engineer in charge

Earth work in excavation of foundation of structure 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. (Depth 0m to 3m)

Preparing, watering & ramming surface of laying concrete (horizontal).

Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects.

Plain/RCC in sub structurecomplete as per drawing and technical Specifications. PCC Grade M20. Height upto 5m using concrete mixer

Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M25. Height upto 5m using concrete mixer

Supplying, Fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

Excavation in soil (any type) using Hydraulic Excavator CK 90 hydraulic excavator of 0.9 cum bucket capacity including cutting and leading in tippers, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30 m. (Rehandling of earth)

Dismantling brick work, tile masonry or tile lining in cement

Cement concrete plain 1:4:8

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

Earthwork for lip cutting for lining of irrigation channel inclusive of all allowances, lead and dressing as per PWD specification upto 1.5 mtr.

Dressing of Earthwork (as per earthwork statement)

Dressing of Side Slopes and prepration of sub grade for lining.(19.2)

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.

Laying 1st class brick lining 7.5 cm thick laid in 1:3 CSM over 10mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as per PWD specification.

Laying brick on edge coping 229 mm wide and 115mm thick in cement sand mortar 1:3.

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (RCC Grade M-30) (height 5-10m) (ii)Using Batching Plant, Transit Mixer andConcrete Pump

Plain/RCC in Super structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump

Provision Of RCC Crash Barrier at the edges of bridge road approaches to bridge structures and medians constructed with M-40 grade concrete as per dimensions in the PWD standard drawing no 27 section 4 including form work but excluding steel r/f and at locations directed by the engineer all as specified with concrete mixer

Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications.

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications

Providing and laying dense bituminous macadam (50 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.

Providing and laying semi dense bituminous macadam (25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c 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 leave uniform and free from streaks and holes. (4'' thick)

Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012

Providing and filling joint sealing compound as per drawing and technical specifications.

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven)

Brar Construction Company (BID ID -697899)