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| 1 | 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. |
| 2 | 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 Engineer-in-charge |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 5 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 6 | 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. |
| 7 | 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). |
| 8 | Providing and laying factory made chamfered edge Cement Concrete green 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 50 mm 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-35 grade with approved colour design and pattern. |
| 9 | 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 : 15.9.2 In cement mortar |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | R.R.stone masonry in Lime surkhi mortar 1:1:1 (1 Lime, 1 Surkhi, 1 C. sand) mixed with adhesive materials such as Gur, Belgiri & Gum including carriage of Water and Materials within a lead upto 100 M & left upto 4.00 M approx. |
| 12 | Providing and laying 50 mm thick lime concrete coping top of the wall with brick aggregate10 to 20 mm thick nominal size & 50% lime surkhi mortar 1:1:1 (1 Lime , 1 Surkh , 1 C sand) with Belgiri, Gur treatment including carriage of water & materials with in a 200 m approx. |
| 13 | Recess pointing of R.R. stone masonry in lime surkhi mortar 1:1:1 (1 Lime, 1 Surkhi, 1 C. sand) with adhesive materials such as belgiri, molasses, gum, & san including, racking out the joints, cleaning & washing the joints including carriage of water & material within a lead upto 100 M & left upto 4.00 M approx |
| 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 15 | Uprooting trees and saplings from monumental structure / wall having roots up to 75 cm measured deep and at a height upto 5 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 16 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps andM.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 17 | Providing and fixing aluminium composite panel (ACP) sheets of approved quality, thickness, and shade, with PVDF/Polyester coating, fixed on sub-frames with stainless steel screws, cleats, and silicon sealant, complete as per direction of Engineer-in-charge |
| 18 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 19 | 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 |
| 20 | Providing and fixing CNB as per required shape and design on 50 MM thick Red Sand Stone slab of size 1.05 x 0.75 M with engraved/etched and colour filled as per approved texts and art work placed over Red Sand Stone Circular Pier of dia 0.30 M Claded on all four sides over foundation with 25 MM thick Red Sand Stone Slabs including PCC base in 1:2:4 of size 1.00x1.00x0.0.45 M including excavation of pit to be 0.45 M deep and laying as per design and existing pattern (For text and inking area to be measured only engraved slab) |
| 21 | Providing & Fixing Protection Notice Board as per approved Hindi & English text, colour & design in M.S. Iron Frame of Size 1.00 x 0.60 M with M.S. hollow Pipe of size 50 x 50 x 4 MM and height above foundation 1.50 M in rectangular shape with angular support fixed in concrete block as per approved design and text to be printed and fixed on the frame on 2 MM thick M.S. Plate of size 1.00 x 0.60 M. Complete Work |
| 22 | Provinding & fixing Red Sand Stone benches rest top size (1.55m x 0.65m x 0.09m) & height 0.60m including fixing four leg size (0.25m x 0.25m) in arch shape in different location as per approved design. |
| 23 | Provision for purchase of Red Sand stone dustbin cylindrical shape having top dia 580 MM & height 750 MM & required shape & design etc |
| 24 | Provision for purchase of Stainless Steel 304 inner dustbin of heavy duty cylindrical drum fully open top dia 460 MM in 16 gauge & height 705 MM of removing nature to insert under red sand stone dustbin of size 580 MM dia & 750 MM height as per design approved by the engineer-in-charge. |
| 25 | Provision for purchasing and supply of essential items required for execution of work at site.6m PVC Pipe 110mm dia |
| 26 | ladder 10 ft |
| 27 | ladder 20 ft |
| 28 | \\"work in progress and other signage made on san board in iron frame\\" |
| 29 | First aid box (with Medicine) |
| 30 | PVC bucket |
| 31 | PVC mug |
| 32 | green net ( 50 X 3 mtr) [bundle] |
| 33 | plastic sheet (50 X1.5 mtr) [bundle] |
| 34 | Boot (pair) |
| 35 | hand gloves |
| 36 | PVC pipe roll of 20 mtr dia 1\\" inch |
| 37 | Tat Pally for curing |
| 38 | Nylon Ropes of dia 1\\" inch |
| 39 | Nylon Safety net (6m x 3M) |
| 40 | 200Ltr PVC Container / Drum |
| 41 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work |
| 42 | Provision for making three chamber lime tank including supply of material, excavation, construction and finishing work with waterproof material for lime slaking at site. |
| 43 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. Please Enable Macros to View BoQ information |
