Construction of road from Gurdhan Bala to Kanyal Gali via Pattian

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 in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) @20% plum

Dry random rubble stone masonary using nallah stone without bond stone

Centring and shuttermg including strutting, propping etc. and removal of form work:-

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

Retatning walls. return walls. walls (any thickness) including attached pilasters.buttresses. plinth and strmg courses fillets etc

Stone filling hand packed in horizontal incl. cost of stones

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 laying Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.62.1 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @3% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.62.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @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 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. On W.B.M. @ 0.75 Kg/sqm

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt

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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

Providing and fixing of retro- reflectorised caoutionary, mandatory and informatory sign as per IRC - 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 m thick supported on a mild steel angle iron post 75mm X 75mm X 6mm firmly fixed to the ground by means of propwerly design foundation with M-15grade cement concrete (450 X 450 X600 )mm 600 mm below ground level as per drawing & technical specification clause 801.

Providing and fixing of typical PWD board as per specification & drawing two M.S. plates of 1.6 mm thick top & middle plate duly welded with ms flatration 25 X 5 mm size on back on edges. The angle iron frame of the lower most plate & flat iron frame of moiddle plate welded to 2 Nos. 75 X 75 mm of 12SWG sheet tubes piost duly embeded in cement concrete M-15 grade blocks of 450 X 450 X 600mm , 600mm below ground level the top most diamond plate will be welded to middle plate by 47 X 47 .. of 12 SWG sheet plate tube. All M.S will be stove enameled on bnoth dsides . Lettering & painting , arrows , border. etc. will be painted with ready mixed synthetic enamel paints of superior quantity in required shade & colour. All Section s of frmed posts & steel tubes will be painted with primer & two coats of epoxy paints as per drawings clause 17010 & annexure 1700.1

Providing and fixing PVC rain water pipes for weep holes in the walls including all lead lift & carriage

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.

Sand for an average distance of 125 kms by M.T

Stone aggregate below 40 mm nominal size for an average distance 15 kms by M.T

Stone for an average distance of 5 km mtr by MT