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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 | 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. |
| 3 | 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 |
| 4 | Disposal of excavated earth by mechanical transport upto a lead of 1km beyond 50m initial lead including loading, unloading and stacking completre as per direction of Engineer-in-Charge |
| 5 | 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 |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | 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. |
| 9 | Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 10 | 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). |
| 11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 12 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6coarse sand) |
| 13 | 12 mm cement plaster of mix :(a)1:6 (1 cement: 6 coarse sand) |
| 14 | 15 mm cement plaster on rough side of single or half brick wall of mix: (a)1:6 (1 cement: 6 coarse sand) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :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 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, piers, abutments, pillars, posts and struts |
| 18 | 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) |
| 19 | 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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 20 | 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. |
| 21 | Structural steel work riveted, bolted or welded 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. |
| 22 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. omplete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. 16.18.1 With G.I. barbed wire |
| 23 | Finishing walls with Acrylic Smooth exterior paint of required shade : (a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 24 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 25 | 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 |
| 26 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground/ approved muncipal C&D waste recycle plant or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 27 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 :100 mm dia Ductile Iron Class K-7 pipes |
| 28 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe |
| 29 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 30 | Providing and laying 60mm thick faciory made cement concrete tactile block of M -30 grade made from C&D waste by block making machine with strong vibratory compaction, of approved size, design & shape, laid in yellow 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. |
| 31 | 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. |
| 32 | 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. |
| 33 | Providing and fixing DOUBLE STAND PLASTIC BRANDED DUSTBIN-100 ltr capacity |
| 34 | Total Amount (Item No.1-28)= 4696138.08 A |
| 35 | Total amount (Item No. 29-32)= 276373.72 B |
| 36 | Amount after applying GST Correction Factor @0.973 on “A” =4569342.35 C |
| 37 | Add Cost [email protected]%=184144.50 D |
| 38 | Total (B+C+D) 5029860.58 Please Enable Macros to View BoQ information |
