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| 1 | Civil items:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge: a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth within all lead and lift as directed by Engineer-in-Charge. a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, all lift including getting out the excavated soil and disposal of surplus excavated soil as directed, within all lead. a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge. |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within all lead and lift as per entire satisfaction and direction of Engineer-in-charge. |
| 5 | Excavating holes more than 0.10 cum & up to 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within all lead and lift a) All kinds of soil as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for :a)Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :a) Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 13 | Coursed rubble masonry (first sort) with hard stone in foundation and plinth with : a) Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 14 | Coursed rubble masonry (second sort) with hard stone in foundation & plinth with : a) Cement mortar 1:6 (1 cement : 6 coarse sand) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 15 | Providing and fixing 18 mm thick 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. a) Granite stone slab colour black, Cherry/Ruby redi) Area of slab over 0.50 sqm as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 16 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.a) Granite work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 17 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. a) Hot finished welded type tubes as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 18 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : a) 25 mm thick as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 19 | Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 20 | Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) : a) Flush/ Ruled pointing as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 22 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 23 | 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, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 24 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to 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) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 25 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 26 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/ selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 27 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : a) 250 mm dia. R.C.C. pipe as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 28 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :i) With common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 29 | Extra for depth beyond 45 cm of brick masonry chamber:a) For 455x610 mm size i) With common burnt clay F.P.S. (non- modular) bricks of class designation 7.5 as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 30 | Electrical items:Supplying and drawing 2x1.5 sq. mm of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 31 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of Upto 35 sq. mm in the existing RCC/ HUME/ METAL pipe as required. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 32 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 33 | Supplying and laying of 63 mm dia (OD-63 mm & ID-51 mm nominal) DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 34 | Supplying and installation of 35 W New generation, IP 65 LED post-top family, CCT (4000-5000 K) energy saving, environmentally friendly, long life aesthetically designed with symmetrical light distribution, spun aluminium landscape luminaire with high power LEDs as light source and supply of 4 meter Aesthetically designed decorative hot dipped galvanised mild steel step pole with grey powder finish. Window - Plasma cut & duly chamfered opening window of 300x110 mm for terminal connections & mounting accessories. Window cover is fitted with allen screws to the pole. Decorative sleek casting ring to increase aesthetical appeal and 5to 32A SP \\"C\\" Curve MCB for lighting control and foundation bolts including as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 35 | Supplying of 4 Core x 6 Sq. mm of 1.1 kV aluminium conductor XLPE Insulated, PVC inner-sheathed armoured, Extruded PVC Type ST2 Outer Sheathed, 650 V/1100 V Grade as per IS 7098 (Part 1) 1988 with upto Date Amendments as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 36 | Supplying and making end termination with aluminium lugs for 4 X 6 sq. mm size of PVC insulated and PVC sheathed aluminium conductor cable of 1.1 KV grade as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 37 | Erection of metallic pole upto 4.5 metre length in cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all leads and lifts. |
| 38 | Horticulture items:Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same and maintenance for 30 days or more till the grass establish properly, as per direction of the officer in charge |
| 39 | Supplying and stacking at site dump manure from approved source, including carriage upto campus (FOR) lead complete (manure measured in stacks will be reduced by 8% for payment)as per direction of the officer in charge |
| 40 | Bush Rose in different colour 2 to 3 healthy branch 30 cm and above ht. well developed with 8 or more flowers / flower buds in 20 cm Earthen pot / Plastic pot/ Polybag including plantation at site watering and removal of unserviceable material while planting as per direction of the officer-in-charge. |
| 41 | Providing and Displaying of Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, Polybag including plantation at site watering and removal of unserviceable material while planting as per direction of the officer-in-charge. |
| 42 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot, Polybag including plantation at site watering and removal of unserviceable material while planting& as per direction of the officer-in-charge. |
| 43 | Providing and stacking of Gardenia jasminoides of height 45-60 cm. with 3-4 branches in earthen pots/Poly Bag of size 20 cm, Polybag including plantation at site watering and removal of unserviceable material while planting as per direction of the officer-in-charge. |
| 44 | Providing and stacking of Nerium oleander variegated of height 60-75 cm., multi-branched in earthen pots of size 25 cm, Polybag including plantation at site watering and removal of unserviceable material while planting as per direction of the officer-in-charge. Please Enable Macros to View BoQ information |
