Construction of a Foot Bridge from Kanihama to Roshanabad Near Jamia Masjid Kanihama.

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :

Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and packing cavities (wherever required) etc. complete. Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.50 m

Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.

Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of M-30 grade concrete mix,600 mm dia piles and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads(Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By Crawler mounted, telescopic boom hydraulic pilling Rig all complete.

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately.

All works upto plinth level

All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Columns, pillars, piers, abutments, posts and struts.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded

Painting with aluminum paint of approved brand and manufacture to give an even shade. Two or more coats on new work

Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-inCharge. Single pile above 50 tonne and upto 100 tonne safe capacity Initial test (Test Load 2.5 times the safe capacity)

Supply, test, deliver and handover Pot–PTFE Bearing (capacity 1600 MT) complete with pot & piston assembly, PTFE sliding plate, stainless steel sliding plate, neoprene seals, anchor/holding plates, factory testing and test certificates, packing and transport to site, as per IRC / MoRTH specifications.”

Providing supplying and fixing of Sesmic Dampers for steel bridge as per IRC clause including steel

Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. andatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.

P/L of quary stone apron laid on wire crates made with 4mm dia GI wire conforming to IS:280 & IS : 4826 in 100mm mesh (weaved diagonally 0 incl. 10% extra for laps & joints with stone boulders

P/L of sand fillied bags to make bund impervoies incl. all charges complete job.

Back filling in to open foundation trunches with GSB including dressing complete as per drawing & techinical sepicafications complete for piers.

Providing weep holes in Abutment wall using 100Dia PVC Pipe 1.0M long with filter media - Providing Weep Holes in Reinforced cement concrete Abutment, wing wall/return wall with 100mm ɸ AC pipe, extending through the full width of structure with slope 1V : 20H towards drawing face complete as per drawing & technical specifications.

Providing and Laying Filter media behind abutment walls with granular material - Providing and laying of Filter Media with granular materials /stone crushed agg. Satisfying the requirement laid down in clause 2504.2.2 of MORTH Specifications to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behind Abutment, wing/return wall to the full height compacted to a firm condition complete as per drawing & technical specifications .

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Providing and laying of stone soling 75 mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) using Quarry stones

Dry random rubble masonry with hard stone in foundation and plinth: With bond stone.using Quarry stones

Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete

Supply & Filling Second class quarry stones as filter media behind Abuts etc including proper consolidation and all other carriages, complete job

Preparation of sub base/ Granular sub base surface course with local material including spreading in uniform layers manually on prepared surface and compacting with power road roller to achieve the desired density complete as per technical specification including cost of carriage of materials from source to site of work complete

Supplying and stacking at site,Graded crushed stone aggregate of size, 63 mm to 45 mm

Supplying and stacking at site, Stone screening of size, 13.2 mm nominal size (Type A)

Supplying and stacking at site, Moorum

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per [email protected] Kg/Sqm on WBM surface

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Carraige of materials by MT from source to site incl. loading,unloading etc. complete.

Stone Aggregate above 40mm for an average lead of 18 km

Stone Aggregate below 40mm,Screening and moorum for an average lead of 18 km

Sand for an average lead of 25 km

Stones for an average lead of 18 km