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| 1 | Demolishing stone rubble masonry 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.(a) In cement mortar |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.(a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 4 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 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.(a) In cement mortar |
| 6 | 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 lift upto 1.5 m, as directed by Engineer-incharge.(a) All kinds of soil |
| 7 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.(a) All kinds of soil. |
| 8 | 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, lead up to 50 m and lift upto 1.5 m. |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor II level in all shapes and sizes in :(a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for(a) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | 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) |
| 16 | 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. |
| 17 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 18 | 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) |
| 19 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.(a) Red sand stone |
| 20 | Providing & fixing red sand stone blocks of required shape, size and thickness for pillars, beams, kerbs etc. as per drawing including cutting to the any required shape, size & design, transportation, fixing with other beam and columns using epoxy adhesive (Araldite) or through grooves or any other method approved by Engineer-in-charge, rounding of edges (as required) etc. complete as per directions of Engineer-in-Charge. |
| 21 | Providing and placing in position pavilion made completely out of RED SAND STONE with clear spacing between columns as 2 meter as per drawings and reference image in the drawing with the required patterns, stone jali on two sides, steps, canopy, roof, canopy support, multifoliate arches, molding, stylobate, flooring, water spout, kangoorey etc. complete as per directions of Engineer-in-Charge. Rate includes the cost of transportation, labour, scaffolding, other T&P & material necessary for fixing the pavilion. A raft foundation will be provided which is not covered in this item, rest of the items including stone work (and anything related to stone work cutting, designing, patterns etc.), any brickwork/ cement concrete/ filling required below the steps or flooring of the pavilion is covered in this item. |
| 22 | 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). |
| 23 | Making bajri path including preparation of subgrade, supplying and laying brick aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of 12 mm moorum and 12 mm red bajri consolidated with road roller. |
| 24 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineerin- charge. |
| 25 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | Providing and laying Grass Paver Blocks of minimum thickness 80 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 27 | 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.(a) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 28 | 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. |
| 29 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 30 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :(a) Two or more coats on new work |
| 31 | 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 andmanufacture |
| 32 | Manufacturing, supplying and fixing retro reflectivesignage boards made up of 4 mm thick ACP sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). a) Informatory signage boards. |
| 33 | Providing and fixing signages on the wall or with any other structure, with provision of multilingual text integral with Acrylic base plate with min 0.5 mm Alluminium sheet at the back with words made of white acrylic non glare cut out letters, raised above base plate by not less than 0.8mm and the equivalent word/s written in English/ Hindi as required complete as per the directions of Engineer-in-Charge. |
| 34 | Credit to department against disposal of old mild steel obtained from site |
| 35 | Credit to department against disposal of old stainless steel obtained from site |
| 36 | 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. |
| 37 | After GST correction factor of 0.973 = 69,20,184.00 |
| 38 | Add 3% COST INDEX except item no. 21, 26 & 33 = |
| 39 | NOTE :1. The drawing and reference image of the pavilion for item no. 21 is shown in the drawing issued by the Landscape Dept., DDA whichis enclosed in the NIT after the schedule.2. For item no. 17, wall tiles should be of stone texture as mentioned in the drawing issued by the Landscape Dept. DDA.3. Entrance gate are to be constructed with mild steel. The payment for all the grills and entry gate to be constructed as shown in thedrawing issued by the Landscape Dept., DDA which is enclosed in the NIT after the schedule, will be made in item no. 28. |
