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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 14.90 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as directed by Engineer-in-Charge. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 3 | Engaging Hydraulic excavator for various works at site including but not exclusive of clearing jungle, uprooting of rank and heavy vegetation, grass, brush wood, trees, saplings, removal of rubbish/ malba, dressing the ground, excavating earth, etc. complete as per direction of Engineer-in-charge. The rate is inclusive of driver, fuel, lubricants, etc. for 8 hours shift and noting extra shall be payable. |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 5 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 6 | Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge. |
| 7 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 8 | 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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 9 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : (a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : (a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 13 | 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.(a) Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 14 | 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 fashers etc. complete. (a)Hot finished welded type tubes |
| 15 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for (a)Lintels, beams,plinth beams, girders, bressumers and cantilevers |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for : (a) Columns, piers, abutments, pillars, posts and struts |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for (a)Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 21 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete |
| 22 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 23 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : (a)15 mm wide and 15 mm deep groove |
| 24 | Pumping out water from the vacant DDA land, gram sabha land and overflowing water bodies caused by heavy rainfall, river seepage, broken water mains or drains and disposal to nearby s.w. drain or land as directed by Engineer-in-Charge. Note: In this item, The rate is inclusive of cost of services of operating staff, diesel/petrol/kerosene oil, lubricating oil, providing & fixing discharge hose pipe & foot valve hose pipe |
| 25 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 26 | providing and fixing SFRC fence V-type Railing of size 1000x1000x50mm of M-30 grade cement concrete suitably reinforced using vibrio compaction process using jointless FRP moulds and fixed in a block of mix 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregates 20mm nominal size). Note:- cost of C.C. 1:2:4 will be paid separately. |
| 27 | Providing & fixing precast concrete garden bench without arm rest made of M30 concrete with reinforced conrete Planks of size 1500*100*50mm made with vibration compaction method using plastic moulds for impeccable finish. |
| 28 | Providing and fixing DOUBLE STAND PLASTIC BRANDED DUSTBIN-100 ltr capacity |
| 29 | Total Amount of DSR(1 to25) =6122824.36 A |
| 30 | Total Amount of Non DSR(26 to28) =302038.25 B |
| 31 | Total amount after applying GST Correction Factor @0.973 on \\"A\\" =5957508.10 C |
| 32 | Add cost index 4.03% on C =240087.58 D |
| 33 | Total(B+C+D) =6499633.93 Please Enable Macros to View BoQ information |
