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| 1 | Dismantling of brick tiles single layer as in roof covering complete all as specified |
| 2 | Demolition of mud in roofs any thickness including plastering and leeping (whether full thickness removed or only a part thereof) including cleaning the surfaces with wire brushes and water jets all as specified. |
| 3 | Roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust, etc. |
| 4 | M & L brushing neat cement slurry with 3kg of cement per sqm complete all as specified |
| 5 | M&L for P.C.C 1:2:4 type B-0 (using 20 mm graded stone aggregate) as in padding over roof finished and laid to required slope complete all as specified and as directed. |
| 6 | M&L, for cement concrete 1:2:4 type B-0 using 12.5mm graded stone aggregate as in coping and roof kerbs on roof chamfered on edge incl troweling slightly complete all as specified and directed. |
| 7 | M&L for 10 mm thick rendering in cement mortar 1:4 on concrete surfaces when concrete is still green finished even and fair including mixing of water proofing compound as per manufacturer instruction etc complete all as specified and as directed. Note :- Water proofing compound shall be measured separately. |
| 8 | Supply only Liquid water proofing compound complete all as specified and as directed of as per manufacturer instruction. |
| 9 | Providing and applying liquid Polyurea-PU based hybrid elastomeric water proofing membrane (Including nylon mesh) at existing/newly constructed roofs, RCC structure like basement raft, retaining wall, water retaining structure, tunnels/subways and bridge deck etc. in two or more coats. The product must have pot life of >90 mins., tensile strength > 12.6 Mpa, elongation of > 500% conforming to ASTM D 2370 & puncture resistance of >200 N as per ASTM E 154 with min. consumption of 1.5 Kg per sqm for 1.2mm DFT in two- three coats. The surface needs to be primed with water soluble self impregnated epoxy primer in two coats to be applied @ 200-250 gms/sqm/coat prior to Polyurea -PU application. Furthermor, (in case the substrate is not suitable) 15mm plaster is advisable for surface prepration before application of the water proofing membrane to avoid pinholes or functional difficulties of the system (Make - Berger STP) Note:- The application shall be done by the authorised applicator of the manufacture with a letter of proof stating the authenticity of the applicator firm. |
| 10 | Taking up or down existing steel 20 mm tubing and connections including cleaning for refixing or removal to store complete all as specified and as directed |
| 11 | Supplying and fixing, 20 mm jointing and testing galvanised iron tubing medium grade with all fitting such as bends, elbow, socket, reducer etc and fixed to wall (including cutting chases for concealing the GI pipe and making good complete) or laid in floor complete all as specified and as directed |
| 12 | Dismantling of water tanks (PVC/RCC of any description) exc 500 ltr and n.exc 1000 ltr capacity and removing from site complete all as specified and as directed |
| 13 | S&F 1000 ltr capacity rotational moulded polyethylene tanks (cylindrical vertical with closed top) hoisted and fixed in position complete all as specified and as directed. Make Sintex Neo/Polytuf/Sheetal |
| 14 | S&F 20 mm bore ball valve high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minium weight 210 gms ), complete all as specified and directed |
| 15 | S & F in repair 20 mm dia Gun metal gate valve with iron wheel head, screwed both ends for iron pipe complete all as specified and as directed. |
| 16 | Taking down cement plaster of any description any thickness /dado/Skirting/ including raking out joints hacking for key scrubbing down with water all as specified. |
| 17 | Demolition of brick work built in cement mortar incl all quions, arches pillars etc but excluding precast concrete articles all as specified. |
| 18 | M&L for brick work with sub class 'B' old size bricks straight or curved on plan to any radius with old size brick thick walls built in cement mortar 1:6 all as specified. |
| 19 | M&L 0.63 mm Plain, galvanised, mild steel sheeting, in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) with grade of zinc coating 275 complete all as specidfied and directed. |
| 20 | M&L for 15 mm thick cement mortar 1:4 on brick or concrete surface finished even and smooth without using extra cement all as specified (Note: Bldg Is Double storey) |
| 21 | M&L Plastering 5mm thick in cement mortar (1:3) finished even and smooth without using extra cement as on ceiling complete all as specified |
| 22 | M & L for preparation of new plastered surfaces of ceilings and applying three coats of white wash etc. complete all as specified and directed |
| 23 | M & L for preparation of Old plastered surfaces of ceilings and applying two coats of white wash etc. complete all as specified and directed |
| 24 | M&L for repairing of RCC projections, chajjias, roofs, facia etc by necessary preparation. Scrapping, cutting, chiseling derusting and cleaning exposed reinforcement and grouting surfaces of damaged R.,C.C surfaces/patches with cement concrete (1:1.5:3) using 12.5mm graded crushed stone aggrigates over a coat of cement slurry and reinforcement with welded mesh (If Reqd) of weight exc 2 kg per sqm but n.exc 3kg/sqm with or without facia and finished with cement and sand motar (1:3) using coarse sand and work in patches area n.exc 5 sqm each and thickness of R.C.C member n.exc 70mm including necessary form work at heights between 2 mtrs to 10 mtrs complete all as specified and directed by Engr-in-charge. |
| 25 | Demolition of cement concrete (Unreinforced) in ground floors and paving n exc 15 cm thickness (below or above ground level) |
| 26 | Demolition and breaking up drain pipes AC/PVC pipe in event n.exc 150 mm dia including all fittings. |
| 27 | S & F 110mm dia PVC (SWR) pipes single socketed in any lengthwith rubber ring joints pressure rating 6 kgf/cm2 fixed to walls to wall/laid in trenches complete all as specified and directed. |
| 28 | S&F 110 mm bore PVC (SWR) bends in any radius complete all as specified and directed. |
| 29 | S&F PVC (SWR) junction single (single tee) equal or unequal, dia of pipe 110 mm complete all as specified and directed. |
| 30 | M&L 75 mm bore PVC (SWR) pipe of pressure rating 6kgf/cm2 single socketed in any length with rubber ring joints jointing with adhesive fixed in repair to wall/laid in trenches complete all as specified and directed. |
| 31 | M&L 75 mm bore PVC (SWR) bends in any radius complete all as specified and directed. |
| 32 | M&L PVC (SWR) junction single (single tee) equal or unequal, dia of pipe 75 mm complete all as specified and directed. |
| 33 | M&L 300mm dia bore holes in normal available starta upto 50 mtr depth complete all as specified. |
| 34 | S&F PVC pipe 150mm dia class 'A' incl all necessary fittings complete all as specified |
| 35 | M&L gravel packing as in filter media of size 12.5mm size around the PVC pipe in pit complete all as specified and directed. |
| 36 | M&L gravel packing as in filter media of size 3mm to 5mm size around the PVC pipe in pit complete all as specified and directed. |
| 37 | M&L for coarse sand filling around the PVC pipe in pit complete all as specified and directed. |
| 38 | Excavating over areas,n exc 1.5 mtr deep and getting out in soft/loose soil, complete all as specified and directed. |
| 39 | Excavating over areas, exc 1.5 mtr but n exc. 3.00 mtr deep and getting out in soft/loose soil, complete all as specified and directed. |
| 40 | Excavating over areas, exc 3.00 mtr but n exc. 4.50 mtr deep and getting out in soft/loose soil, complete all as specified and directed. |
| 41 | M & L for PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregates) lean concrete as in foundation, filling and mass concrete complete all as specified. |
| 42 | M & L for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter on Rough finished surfaces of concrete, complete all as specified and directed. |
| 43 | M & L for RCC Design Mix, M-25 (using 20mm graded aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and as directed. |
| 44 | Use and waste of formwork to rough finished curved surfaces faces of walls,retaining walls,abutments,parapets and staircase railing and similar work including attached pillasters,buttresses etc vertical or to batter complete all as specified and directed. |
| 45 | M & L for RCC Design Mix, M-25 (using 20mm graded aggregate) for walls ,retaining walls, basement walls and the like, any thickness, above top of footings, including attached pilasters and buttresses and all other similar works complete all as specified and as directed. |
| 46 | Use and waste of formwork to soffits of floor or roof beams,beam haunching ,grider bressumber,lintels,cantilever,sleves including supports,over hang etc also splay between floor and beams to rough finish surface of concrete flat complete all as specified and directed. |
| 47 | M & L for RCC Design Mix, M-25 (using 20mm graded aggregate) as in beams,cantilevers,bressummers,lintels over 1.5 m span and all other similar works complete all as specified and as directed. |
| 48 | M & L for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 49 | M & L for mild steel TMT bars of 6mm to 8mm dia and over for stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. |
| 50 | Ditto all as per item no.49 above but 5mm dia and over upto and including 10mm dia in stirrups ,spacers and binders complete all as specified & directed. |
| 51 | Returning, filling in floor, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil, complete all as specified. |
| 52 | Removing excavated material exc 250 mtr and n exc. 500 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified. |
| 53 | M&L for mild steel framed work such as guard bars/grills, grating etc with end of bars shouldered and/or riveted or forged into spikes, framed guard bars, barred iron doors, ladders, railings etc and similar works including one shop coat of zinc chromate primer complete all as specified. |
| 54 | M&L for preparation of new steel surface of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified. |
| 55 | Excavating in trenches in any type of soil, not exc 1.5m wide and not exc 1.5m in depth; for foundation getting out , complete all as specified. |
| 56 | M&L for PCC (1:3:6) type C-2 using 20mm graded crushed stone aggregate as in surface channels and bed of drains,finished even nd smooth with using extra cement complete all as specified and directed. |
| 57 | M&L for Brick work with old size sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified. |
| 58 | Extra for forming fair finish to drain or channel 30 cm internal girth in cement concrete using extra cement including forms moulds, mi-tred/stopped ends etc complete all as specified and directed. |
| 59 | M&L for brick work with sub class “B” old size bricks in brick on edge walls (less than 1/2 brick thick) built in CM 1:4 complete all as specified. |
| 60 | M&L for flush pointing to brick on edge pavings,laid flat in cement mortar 1:3 complete all as specified. |
| 61 | Supply & lay 300mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars,complete all as specified |
| 62 | M&L for cement concrete 1:3:6 type C-2 as in concrete bed to drain pipes for bore dia of 300mm including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed |
| 63 | Removing excavated material n exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified. |
| 64 | M&L for pre-cast cement concrete type B-1,1:2:4 as in cover slabs over drain/manholes etc including necessary form work complete all as specified. Please Enable Macros to View BoQ information |
