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| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. (Vide Item No.5.1.1 and 5.1.2 of BCD Part-B) |
| 2 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.(Vide Item No.4.01A) |
| 3 | Providing Red clay/Surkhi at 6\\" thick at 3\\" inch thick layer (Vide Item No DSR-1182) |
| 4 | Smoothed wheel Roller 8 Tonne for Compaction of Red Clay Layer/Surkhi for each 3\\" thick (Vide Item No P&M-011) |
| 5 | Surface water and levelling (Labour charges)( Vide Item NO-L-13) |
| 6 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)( Vide Item NO-5.1.10) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)(Vide Item No-5.3.1.2) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Vide Item No-5.3.17) |
| 9 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) ( Vide Item No-5.3.9.1) |
| 10 | Providing Toe steel reinforcement of 8 mm dia rods as approved design and drawing - do-do TMT Fe 500 (Only) vaild for SAIL & TATA steel (Vide Item No-5.5.4) |
| 11 | 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.(Vide Item No-DSR 10.16.1) |
| 12 | 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-in- charge. Made of GI wire of dia 4 mm (Vide Item No-DSR 10.70.1) |
| 13 | Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface throughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement area shall be multiplied by the co-efficient as indicated in building specification)( Vide Item No-5.8.41) |
| 14 | Providing two coat of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.( Vide Item No-5.8.45) |
| 15 | Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.(Vide Item No-3.23) |
| 16 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Vide Item No-5.1.7) |
| 17 | Precast RCC Bench in the Volley Ball Court as per market rate ( As per MR ) |
| 18 | Volley Ball Pole set as per market rate ( As per MR) |
| 19 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m All Kind of Soil. All complete job as per specification and direction of E/I.( Vide Item No-DSR 2.28.1) |
| 20 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. ( DSR 16.91.2) (Vide Item No-DSR 16.91.2) |
| 21 | 9 Mtr. height Octagonal Hot - Dip galvanized pole( BOP - 1132) with top dia 70 mm, bottom dia 155 mm & made of 3 mm thick sheet, base plate dimensions250X 250X16mm ( Lx BxT) including suitable sizes of foundation bolt all complete as reqd. (Without Arm) (Vide item No M-745 Energy SOR) |
| 22 | S.I.T.C of floowing rating LED Flood Lighthing luminarie with pressure die cast housing and toughened glass cover (IP66 protection) in existing pole/pipe for supply volatge 100-270 V AC,50 Hz Luminarie shall be confirm to IS:10322 part-5/section-5 and shall be complete with all necessary accessories as required for 150/160 W LED Flood Light (Vide item No 9.2.6 Energy SOR) |
| 23 | 2 m Single Arm suitbale for 70mm Top (Vide item No M-763 Energy SOR) |
| 24 | Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer. 45amp TP contactor automatic switching of luminaries, power tool set control incommer outgoing terminal etc as reqd. (for high mast) (Vide item No 1.7 Energy SOR) |
| 25 | Earthing with G.I. earth pipe 4.5 mtr long . 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required (Vide item No 3.2 Energy SOR) |
| 26 | P/F 25mm X 5mm G.I earth strip in ground- Providing and fixing 25mm x 5mm G.I strip in 40 mm dia G.I pipe from earth electrode including connection with G.I nut, bolt spring washer excavation and re-filling ec as required (Vide item No 3.9 Energy SOR) |
| 27 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 11 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.(Vide item No 5.1 Energy SOR) |
| 28 | Circuit/submain wiring in PVC conduit - Wiring for Circuit/submain wiring along with earth wire the following sizes PVC insulated copper conductor, single core cable in surface/recessed PVC conduit as required. 2 x 4 sq.mm. + 1 x 4 sq.mm. earth wire (Vide item No 1.7.3 Energy SOR) |
| 29 | Carriage of materials |
| 30 | (i) Cement – Lead 5KM(S) + 1 KM(k) |
| 31 | (ii) Sand – Lead 3 KM(S) + 1 KM(k) |
| 32 | (iii) Stone Chips – Lead 30 KM(S) + 1 KM(k) |
| 33 | (iv) Stone Dust – Lead 30 KM(S) + 1 KM(k) |
| 34 | (iv) Paver Block – Lead 30 KM(S) + 1 KM(k) |
| 35 | After adding GST @18% on total estimated value the total estimated amount is |
| 36 | Labour Cess @1% on above total estimated amount Please Enable Macros to View BoQ information |
