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| 1 | Excavation/clearance of mud from mansoon drains not exceeding 1.50m wide not exceeding 1.50m in depth and without damaging the drain getting out complete including removing of old slabs and refixing the slabs in the same position after removal of Mud, all as specified and directed by Engr-in-Charge. |
| 2 | Removing excavated material not exceeding 50m and deposited where directed by Engr-in-Charge at a level not exceeding 1.50m above starting point, complete all as specified and directed by Engineer-in-Charge. |
| 3 | Clearance of mud/ Vegetation out of saucer drains and getting out complete including removing mud/vegetation all as specified and directed by Engr-in-Charge. |
| 4 | Site clearance |
| 5 | Material and Labour for bringing extra earth if required from outside ministry of defence (MOD) land at a distance exc 250 m for filling and raising (or lowering) earth, spreading in layer not exc 25 cm thick, watering, compacting and Rolling with a roller of capacity of 8-10 tonne and finishing to required gradient/ shape and deposited where complete all as specified and directed by Engr-In-Charge. |
| 6 | 3 mm thick aluminium composite panel (ACP) sign board of different size with retro reflective coloured cover tape of approved make including letters,numbers ,symbols etc as directed including the followings.(i) ACP sheet fix on the frame made of size 40x40 mm solid PVC having density of 450 Kg/Cum and fixing of ACP board to frame made by as per direction of Engr-in- charge.(ii) Vertical post made by size 40mm CPVC pipe (Make-Astral/ Supreme/ Finolex) including necessary work and fixing to frame and no of post as per site requirement of length upto 1.00 mtr of CPVC section(iii) Excavation in post holes ,embedded in ground upto 0.5m in depth in cement concrete 1:2:4 using 20 mm graded crushed stone aggregate with two or more vertical post as required on site and support of frame with board backbone to prevent disintegration during strom complete all as specified and directed by Engineer-in-Charge.(iv) Mode of measurement should be length and width of ACP sheet only . |
| 7 | Dewatering of residual water, disilting and cleaning of SWT of capacity 20000 Gallon as described below ;- (a) The inner surface of wall of tank shall be cleaned with scrapping and cleaned with high pressure jet pump after empty the water in tank. (b) After throught cleaning of the tank ,the cleaning water, vegitation and sludge is to be removed by using pump, and sludge and vegitation has to be disposed off at a place as directed. (c) After made the tank dirty free, the inner surafce of the tank shall be kept dry for 24 hours to findout the deffects repair and white wash ..(b) The rate quoted shall be deemed to be is inclusive of cost of bleaching powder or any other cleaning agent to be used for tank cleaning .(c) Cost of earthwork and excavation at places is included in unit rate of this job. |
| 8 | Racking out existing filling in dummy/construction joints upto 25mm width and depth as required to provide backup rod and minimum 15mm thick sealant compound and making it perfectly U shaped with vertical sides by means of mechanical cutter and ensure that joints should be cleaned to remove sealing compound from sides of joint , after cleaning and fanning with air compressor to make the joints free from all loose material (i.e. dirt/dust etc ) and provide polyethylene foam rod backup material of suitable size (Backup rod to be fixed with wooden roller) and applying primer of approved make to side and bottom of joints and filling with polyurethane sealant of approved make (minimum 15mm thick over backup rod) , all as manufacturer instruction and old material should be removed from Technical area as directed by Engineer-in-Charge.Note: (1) Masking tape on edge of joint to be provided on top surface to give neat finish to sealant and removing the masking tape after sealant is applied.(2) An exclusive team of 06 labourers for each task such as removing of existing fiiling, cleaning of open opened joint, finishing of edges with grinder/cutter, applying of primer by one forward stroke and second backward stroke of brush, then applying joint sealant after appropriate time gap and as directed by the Manufacturer's instruction.(3) Quantity of joint filling material required shall be produced by contractor from approved manufacturer and store under supervision of Engr-in-Charge. Qty shall be procured in advance in cunsultation with Engr-in-Charge on quarterly basis. |
| 9 | Racking out existing filling in dummy/construction joints above 25mm wide upto 40mm wide (for more than 40mm width of joint, for every 25mm width additional length will be measured) and depth as required to provide backup rod and minimum 15mm thick sealant compound and making it perfectly U shaped with vertical sides by means of mechanical cutter and ensure that joints should be cleaned to remove sealing compound from sides of joint , after cleaning and fanning with air compressor to make the joints free from all loose material (i.e. dirt/dust etc ) and provide polyethylene foam rod backup material of suitable size (Backup rod to be fixed with wooden roller) and applying primer of approved make to side and bottom of joints and filling with polyurethane sealant of approved make(minimum 15mm thick over backup rod) , all as manufacturer instruction and old material should be removed from Technical area as directed by Engineer-in-Charge.Note: (1) Masking tape on edge of joint to be provided on top surface to give neat finish to sealant and removing the masking tape after sealant is applied.(2) An exclusive team of 06 labourers for each task such as removing of existing fiiling, cleaning of open opened joint, finishing of edges with grinder/cutter, applying of primer by one forward stroke and second backward stroke of brush, then applying joint sealant after appropriate time gap and as directed by the Manufacturer's instruction.(3) Quantity of joint filling material required shall be produced by contractor from approved manufacturer and store under supervision of Engr-in-Charge. Qty shall be procured in advance in cunsultation with Engr-in-Charge on quarterly basis. |
| 10 | Demolition of brick work or stone/boulder masonry, built in cement mortar or cement lime moratr including all quoins, arches, pillars, etc but excluding ashlar facings dressed stone work and prcast concrete articles complete all as specified and directed. |
| 11 | Material and Labour brick work with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius built in CM 1:4 complete all as specified and directed by Engr-in-charge. |
| 12 | Material and Labour brick work excpet brick with sub class ‘ B’ bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 complete all as specified and directed by Engr-in-charge. |
| 13 | Material and Labour for providing cement concrete type D-2 (1:4:8) using 40 mm graded crushed stone aggregate as in foundations,filling and massconcrete including necessary form work complete all as specified and directed by Engr-in-charge. |
| 14 | Material and labour for cement concrete1:2:4 type B1, including necessary formwork using 20mm graded crushed stone aggregate, as in coping/benching etc including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engr-in-Charge |
| 15 | Material and labour for 15mm thick cemet plalster in CM 1:4 over concrete/brick surfaces finished even and smooth without using extra cement with water proofing compound complete all as specified and directed by Engineer-in-Charge. (Note:- WPC to be measured and paid seperately) |
| 16 | Supply only Liquid water proofing compound complete all as specified and directed by Engr-in-charge. |
| 17 | Demolition of reinforced cement concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed. |
| 18 | M & L for providing pre-cast cement concrete landing, cover slabs for manholes, chullah hoods, chajjas, shelves and similar items with plain faces in cement concrete 1:2:4 type B-1, using 20 mm graded crushed stone aggregate and setting in cement mortar 1:6 including necessary form work complete all as specified and directed. |
| 19 | M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. |
| 20 | S&F Retro reflective coloured sheet (colour as approved by GE) of approved make complete all as specified and directed by Engr-in-charge. |
| 21 | S&F Retro reflective coloured sheet (colour as approved by GE) of approved make complete all as specified and directed by Engr-in-charge. Please Enable Macros to View BoQ information |
