Beautification of Pattan Town and allied Works (Under FC Grants).

Foot path :- Engagement of JCB for clearing jungle including uprooting of rank vegetation, grass, brush wood, tree stumps and removal of rubbish, garbage humps,encroached spots where ever exists by mechanical/ mannual means outside the periphery of the area cleared/ outside muncipal limits as per the directions of site engineer

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.

Earth work in excavation in all kinds of soil by manual means 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 by site Engineer

Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:2:4 (1Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) including all carriages.

Supply , filling, and spreading of GSB under floors including watering, dresssing , ramming and consolidation by hand ramming incld. All leads, lifts and carriages complete

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. including all carriages.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).including all carriages.

Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . including all carriages.

Disposal of excavated earth/mulba by manual or by mechanical means avg lead 2 km,s or outside municipal limits as per the directions of site engineer including loading unloading head load complete job.

Parking Place :- Supply ,stacking, filling,laying and spreading of stone soling/ GSB in 15 cm layers to specified lines,grades and cross sections incld sorting ,spreading to templete , watering , dresssing , ramming and consolidation to the required gradient and camber with 8-10 tonne capacity Power road roller incld. all carriages complete

Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A),Stone dust/ moorum (Khakbajree) incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm compacted) ,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 course aggregrate ,watering and campacting to the required density incld all carriages from approved source to site of work complete job(crushed from Broken Quarry).

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, incld all carriages from source upto the site of work complete job

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 specifications. including all carriages, On W.B.M. @ 0.75 Kg/sqm.

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 to 100 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,including all carriages

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. including all carriages

Providing and laying 6 mm thick 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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road Rollar all complete. including all carriages

Sign boards & Bollards :-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. Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.including all carriages

Pre-casting & Placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. pipe 40mm dia and 450mm long with 150x150x6 mm M.S. plate welded at bottom and embeded 150 mm in cement concrete 1: 3: 6 (1 cement:3 coarse sand:6 graded stone aggregate 20 mm nominal size) including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing.

Water point :- Earth work in excavation in all kinds of soil by manual means 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 by site Engineer

Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:2:4 (1Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) including all carriages.

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand ) including all carriages.

Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed Fine chisel dressed including all carriages.

Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite of any colour or shade(approved by the site engineer ) 18.mm thick (Area of slab over 0.5 sqm) including all carriages.

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 50 mm dia. nominal bore Medium incld all carriages

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm nominal bore incld all carriages

Providing and fixing of CP brass fittings of approved quality and manufacture (Hindware, Cera, Jaguar or Equivalent Quality) with all fittings and fixtures complete Bibcock/pillar cock (sample to be got approved from the competent authority )

Fencing :-Earth work in excavation in all kinds of soil by manual means 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 by site Engineer

Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:2:4 (1Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) including all carriages.

Structural steel work welded in built up sections and framed work including cutting, hoisting, fixing in position including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.and applying a priming coat of approved steel primer all complete, including all carriages.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-incharge Made of G.I. wire of dia 4 mm, including applying a priming coat of approved steel primer and two or more coats of synthetic enamel paint and all carriages

Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . including all carriages.

Drain :- Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Water bound macadam road.

Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead or as per the direction of site engineer For thickness of tiles above 25 mm and upto 40 mm

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/by mechanical means including stacking of serviceable material incld handing over same to MC pattan and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:

Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge.

Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.

Earth work in excavation in all kinds of soil 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 by site Engineer

Supply and filling of dry stone soling in foundation trenches/under floors tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:2:4 (1Cement: 2 coarse sand: 4 grade stone aggregate 20mm nominal size) including all carriages.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) including all carriages.

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

Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . including all carriages.

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platforms. including all carriages.

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete, 50 mm thick with 20mm nominal size stone aggregate, including all carriages.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m

Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality.EHD - 35 Circular shape 560mm internal dia. including all carriages.

Disposal of excavated earth/mulba by manual or by mechanical means avg lead 2 km,s or outside municipal limits as per the directions of site engineer including loading unloading head load complete job.

Providing and laying of reinforced cement concrete pipe NP3 in proper positions and slope on first class bedding of granular material in single row ,incld excavation,back filling and cushioning over pipes to the required gradient and camber ,fixing collar with cement mortor 1:2 mix concrete incld cost of pipes and carriage by mechanical transport from source to site loading,unloading complete Job 300 mm dia.

Providing and laying of reinforced cement concrete pipe NP3 in proper position and slope, on first class bedding of granular material in single row, including excavation, backfilling, and cushioning over pipes to the required gradient and camber, fixing collar with cement mortar 1:2 mix concrete including cost of pipes and carriage by Mechanical Transport from source to site loading unloading complete job 450 mm dia.

Providing and laying of reinforced cement concrete pipe NP3 in proper position and slope, on first class bedding of granular material in single row, including excavation, backfilling, and cushioning over pipes to the required gradient and camber, fixing collar with cement mortar 1:2 mix concrete including cost of pipes and carriage by Mechanical Transport from source to site loading unloading complete job 600 mm dia.

Taking of photographs of size 125mm x 100mm Pre Execution, During Execution, and Post Execution to be submitted with bill complete Job. (Geo tagged photographs showing Longitude and latitude)