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| 1 | (A) Landscaping |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead For thickness of tiles above 25 mm and upto 40 mm all complete. |
| 3 | Supply, stacking and laying of GSB Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course 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 |
| 4 | 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 all complete. |
| 5 | 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 : |
| 6 | P/L, of dry stone soling duly hand packed for foundation and backfilling with ramming, dressing, and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. |
| 7 | 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) |
| 8 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all complete. |
| 9 | Flooring with Cobble stone of approx. Size 125x125x75mm (thick) laid on 25 mm average thick cement mortar1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge. |
| 10 | Providing and supplying and Instalation of Seating benches at waiting area as directed by engineer incharge ( three seater bench ) 60\\" *20\\" * 36\\" (Design and Pattern to be approved by the EIC) M.S Benches. |
| 11 | 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). |
| 12 | Providing, laying and making kerb channel 30cm wide and 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth etc. complete as per direction of Engineer-incharge. |
| 13 | 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 |
| 14 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) incl. Extra for brick work with common burnt clay bricks/cement concrete bricks in uper structure above plinth level upto floor five level all complete. |
| 15 | Architechutural Pointing on brick work incl cutting grooves, with with lime, surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi ) Raised and cut Pointing incl. all carriages complete. |
| 16 | Supplying and erecting heavy duty mushroom shaped integral 12W-16W LED decorative bollard upto 680 mm with IP65 protection on provided foundation completeincl , P/F of 2.5 mm sqm wire, with 15 mm conduiting etc all complete (Design and Pattern to be approved by EIC). |
| 17 | Providing and placing HDPE dustbin of approved make and color, UV-resistant, durable and lightweight, complete with lid and handles. All as per specifications and engineer’s direction. |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work |
| 19 | Providing and Placing (Heavy Duty) cast Iron Ornamental Bollard in position200 mm dia Bollards 915 mm high long with 250x250x6 mm M.S. plate welded at bottom and embeded in 150 mm incement concrete 1: 2: 4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size) including necessary excavation of size 350x350x450mm deep for the same in bitumen/concrete pavement at specified spacing. (including lighting) all complete (Design and Pattern to be approved by EIC). |
| 20 | Supplying and installation of mild steel chain link for Bollard Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete as directed by enigineer incharge |
| 21 | Carriage of Material:- Sand/ Stone agg. For an avg. lead of 10 Kms |
| 22 | Bricks for an avg. lead of 40 Kms |
| 23 | (B) Modular Vending Stalls (07 No.'s) |
| 24 | 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 : |
| 25 | P/L, of dry stone soling duly hand packed for foundation and backfilling with ramming, dressing, and compacting all inclusive leads, lifts, loading, un-loading, cost and carriage of material involved complete. |
| 26 | 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) all complete. |
| 27 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) all complete. |
| 28 | 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 |
| 29 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge First class deodar wood 35mm thick |
| 30 | Provide and fixing factory-formed, coated steel roofing sheets of Duncan profile, minimum thickness 0.40–0.50 mm (or as specified), including ridge caps, barge boards, valley gutters, expansion joints, self-drilling screws with neoprene washers, sealing tapes, and all necessary fixings. Sheets to be laid to correct alignment, slope, laps, and overlaps as per manufacturer’s recommendations. Works include preparation of purlins, cutting to size, handling, hoisting, and complete installation to ensure a fully watertight roof system. |
| 31 | Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. |
| 32 | Carriage of Material:- Sand/ Stone agg. For an avg. lead of 10 Kms Please Enable Macros to View BoQ information |
