Construction of Roads Paths P-F of Vitrified Tiles and Landscaping of College premises at GDC Ganderbal.

Construction of Path and Road at GDC Ganderbal.

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 :

P/L of dry stone solingduly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved 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) 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.

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. complete.

Supply, stacking and laying of Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured.

Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 13.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured.

Providing laying compacting graded stone aggregate to Wet-Mix Macadam specification incl. premixing the material with water at OMC in mechnical mix plant carriage of mixed material by tipperto site laying in uniform layers with paver in sub-Base/Base course on well prepeard surface and rollingwith vibrator roller to achive the desired density and compacted thickness incl. all loading, un-loading and all carriages upto site of work (75mm compacted thickness)

Providing and applying tack coat using hot straight run bitumen of V-G 10 Grade on the prepared surface and cleaned with hydraulic broom as per technical specification clause 503 of MOST specifications incld. Carriage of materials loading, unloading incld. All taxes involved on account of labour and material incld. cost of bitumen. On WBM surface @0.75kg/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 mm 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 incl. carriage. 25mm 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 6mm 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 incl. all carriage all complete.

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-in- charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge) all complete.

Carriage of Material:- Sand/Stone Agg.20mm for an avg. lead of 10 Kms

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats all complete (on steel work).

P/F of Vitrified Tiles at GDC Ganderbal

Providing/Fixing of Kiln Dried wood in Planks incl. all necessary fittings/Fixtures with necessary Bolts, nuts etc all complete Job.

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm.

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately.) Powder coated aluminum (minimum thickness of powder coated 50 microns)

Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side all complete.

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) 22.3.1 With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm)all complete.

Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg for doors including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floorfinishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer in- plate etc. complete as per the direction of Engineer-in-charge. With Stainless Steel cover plate minimum 1.25 mm thickness

Filling the gap in between aluminum frame and adjacent RCC/Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5mm width all complete.

Providing and fixing aluminium hardware fittings of approved brand and manufacture superior quality incl. all necessary fittings/fixtures , screws, etc complete .6" Tower Bolt.

6" Handle

L-Drops 250mm

Providing and fixing aluminum tubular handle bar 32mm outer dia, 3.0mm thick & 2100mm long with SS screw etc. complete as per direction of Engineer-in-charge. Anodized (AC 15) aluminum tubular handle bar all complete.

Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.

P/F of 12 mm thick Nordic pine wall paneling (T&G) fully finished & four sides planned,fungus and termite proof (seasoned moisture content 8% to 15% imported type ISO :14001 approved including fixing with head less nails and inclusive all carriages, all taxes of allied material involved (including Budloo wood frame work) by 50 x 50 mm battens not more than 600mm c/c both ways, 12mm thick ply wood and touch wood polishing two or more coats complete in all respects finished work to be measured.

Carriage of Material:- Sand/Stone Agg.for an avg. lead of 10 Kms

Landscapping of College Premisie at GDC Ganderbal

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 :

P/L of dry stone solingduly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved 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) complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upt

o plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc complete.

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 all complete.

Providing and fixing of 50mm thick Chequerred precast cement concrete tiles lof required colour and shade in footpath and court yard jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and cleaning etc complete on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with its leads, lifts, loading, unloading & carriage etc. all complete.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Supply, stacking and laying of Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course nallah including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured.

Carriage of Material:- Sand/Stone Agg.for an avg. lead of 10 Kms

Supply and filling of good earth( suitable for turf) carried by lorry from approved source upto site of work ramming dressing and watering in 15/22cm layers including spreading leveling and consolidation with power road roller of 8 to 10 tone capacity (to required gradient and camber with all leads and lifts carriages T&P establishment charges etc complete.

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 :

P/L of dry stone solingduly hand packed with ramming, dressing, watering and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved 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) complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upt

o plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns etc complete.

Development of Sit Out around Chinar Trees

Carriage of Material:- Sand/Stone Agg.for an avg. lead of 10 Kms