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| 1 | M&L Excavating over areas, n exc 1.5 m deep and getting out in soft/Loose soil etc. completeallas specified as directed by Engineer in Charge. |
| 2 | M&L for PCC (1:3:6) Type C2 (using 40 mm graded stone aggregates ) as in foundation of drain etccompleteallas specified as directed by Engineer in Charge. |
| 3 | M&L Pre-cast cement concrete block masonry of type C1 (1:3:6) 20 mm aggregate concrete with solid blocks, exc. 10 cm in width and setting in mortar of 1:6completeallas specified as directed by Engineer in Charge. |
| 4 | M & L for PCC (1:2:4) Type B1 (using 20 mm graded stone aggregate ) in coping, including necessary form work finished fair and even surface without using extra cement including weathering slightly roundedor chamfered angles and throating complete all as specified and directed by Engineer in Charge. |
| 5 | M&L Extra for forming fair finished drain or channel 40 cm inner girth in cement concrete, using ex- tracement, including forms, moulds, mi- tred/stopped endsetc complete all as specified as directed by Engineer in Charge. |
| 6 | M&L for rendering 15 mm thick on concrete surfaces in cement mortar (1:6) finished even and smooth without using extra cement forsurfaces of Area Drain completeallas specified as directed by Engineer in Charge. |
| 7 | M&L Moorum/red bajri filling in floors or pavings, laid in layers 30 cm thick, spread, levelled and rammed including watering completeallas specified as directed by Engineer in Charge. |
| 8 | Returning, filling Soft/Loose Soil in, including spreading, levelling, watering and well ramming in layers not exc 25 cm completeallas specified as directed by Engineer in Charge. |
| 9 | Taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc complete all as specified as directed by Engineer in Charge. |
| 10 | M&L for Demolition of brick work or Precast Block or stone masonry built in cement mortar including all quoins, pillars, arches etc. but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified as directed by Engineer in Charge. |
| 11 | M&L for removal vegetation, grass cutting and site clearance in soft/loose soil complete all as specified as directed by Engineer in Charge. |
| 12 | M&L Removal of excavated material exc 250m but n exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified as directed by Engineer in Charge. |
| 13 | M&L in demolition ofCement Concrete in ground floors and pavings n exc 15cm thickness (below or above ground level) complete all as specified as directed by Engineer in Charge. |
| 14 | M&L Cement concrete type B-1,1:2:4 (20mm graded aggregate) of thickness 150mm complete all as specified as directed by Engineer in Charge. |
| 15 | Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with Grade A sealing compound complete all as specified as directed by Engineer in Charge. |
| 16 | Supply and laying 400 micron thick HDPE sheet (virgin quality) waterproof , wrinkle fre without puncture having minimum weight 390 gm/sqm tack coat/sand cushion as specifirdin design with overlap between adjacent strips and at transverse joints as minimum 300mm etc complete all as specified as directed by Engineer in Charge. |
| 17 | M&L forSand filling under floors or in foundations including watering and consolidation complete all as specified as directed by Engineer in Charge. |
| 18 | M&L for Screed bed or bedding layer of Cement mortar(1:3) 25 mm thick for laying floor finishes complete all as specified as directed by Engineer in Charge. |
| 19 | M&L for water proofing treatment by applying one coat of oil base bituminous primer @ 0.3 KG/Sqm with brush/ roller, laying of 3mm thick APP based polymer modified membrane (mineral finish) reinforced non-woven polyester, weight not less than 3.50 Kg/Sqm and sealing all the over laps 150mm in length side and 100mm in width side of membranes laid with torch application and including removal of existing APP membrane over which new APP membrane is applied over a Cement Mortar complete all as specified as directed by Engineer in Charge. |
| 20 | Taking down cement or cement lime plaster of any discription on brick or stone walls, etc.including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified as directed by Engineer in Charge. |
| 21 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surface in cement mortar 1:4with WPC, finished even and smooth without using extra cement complete all as specified as directed by Engineer in Charge.Note; WPC will be measured and paid seperately. |
| 22 | Supply only Liquid water proofing compound complete all as specified as directed by Engineer in Charge. |
| 23 | Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified as directed by Engineer in Charge. |
| 24 | S&F in repairs Galvanised. 2 strand, steel barbedwire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)complete all as specified as directed by Engineer in Charge. |
| 25 | S&F in repairs galvanized concentina coil of 1060mm dia made of 0.5 mm thck, 19mm wide strip & 2.59mm dia high tensile wire , 125 Nos of clips , having 56 Nos of circle and covering 8 to 10 running mtr. And \"S\" clips per spiral using a central core of high tensile wire round which a tape of razoe sharp barbs in machine crimed etc complete all as specified as directed by Engineer in Charge.(Note- Straight length of wall, over which the coil is laid, shall be measured and paid for under thid item) |
| 26 | M&L for providing, fixing and applying Plaster of Paris(POP) false ceiling consisting of frame work made with 50mm Sqm MS Tube of 18 G thickness as main runner at 600 MM C/C both ways suspended/supported with MS flat 25X4 mm thickness welded to main runner and applying POP ( Calcium sulphate semihydrate variety) to the expanded metal of thickness not less than 10mm finished smooth to line and level including necessary support scaffolding etc as required and also applying a coat of red oxide zinc chromate primer over the MS frame work and suspender complete including removing existing false ceiling complete all as specified as directed by Engineer in Charge. |
| 27 | S&F of Blind Curtain for window consisting of horizontal fiber/plastic strips (Each strip covers whole length of window and having width not less than 25mm each one connected to handle and pully system, by pulling handle all horizontal member turns in horizontal position for see through view from glass window and by pulling handle from different side, all horizontal member moves in upward side and get collected, similarly all member moves in downward side and cover the whole window for blind the view complete all as specified as directed by Engineer in Charge. |
| 28 | S&F of Glass Rack consisting of Transparent Glass(with Round /chemphered edges) of not less than 10mm thickness and 200mm width along the length of wall, supported with GI Angle of not less than 5mm thickness embedded inside wall(wall covered with fiber panel) upto 10cm, Round Glass Corner bracket supported on GI Angle of same thickness as above embedded at corners of wall complete all as specified as directed by Engineer in Charge. |
| 29 | S&F of Solid PVC Wall Lining consisting of 5mm thick wood grain printed PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing complete all as specified as directed by Engineer in Charge. |
| 30 | Supply and installation testing commissioning of open well submersible pump with motor electrically driven 415V 50 Hz of 5 HPm 1200 LPM, 25 mtr head capacity including necessary foundation, suction pipe and foot valve, canopy all as specified as directed by Engineer in Charge. Note :- Cost of necessary HDPE pipe from well upto GI pipe, suitable size of chain for taking up and down of submersible pump and motor, fixing of GI Pipe connection or other site requirement are deemed to be included in the quoted rate complete all as specified as directed by Engineer in Charge. |
| 31 | Supply and laying, fixing submersible cable PVC sheathed, multi standed copper conducutor cable 1100 volts grade and connecting complete of 10 Sqmm 3 Core Flate/ round cable complete all as specified as directed by Engineer in Charge. |
| 32 | Supply, installation, testing and commissioning DOL starter 3 Phase 415 volts, 50 Hz suitable for 5 HP centrifugal pump set complete all as specified as directed by Engineer in Charge. Note- Cost of fixing of starter on wall / board are deemed to be included in the quoted rate complete all as specified as directed by Engineer in Charge. |
| 33 | M & L for tubes Medium grade galvanised with all fitting / retucer/ tap etc and fixed on wall with suitable clamp complete or laid in floor of size 80mm dia complete all as specified as directed by Engineer in Charge. Note : Necessary cutting/ welding required at site deemed to be included in item rate for connection of pipe with pump set complete all as specified as directed by Engineer in Charge. |
