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| 1 | Demolition of concrete ( un reinforced ) in ground floors and paving n.exc 15 cm thk (below or above ground level) complete all as specified and directed. |
| 2 | M & L for Hard core of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. |
| 3 | M & L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in sub base for hard standing complete all as specified and directed. |
| 4 | M & L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less completed all as specified |
| 5 | M&L for cement concrete 1:3:6 type C2 (using 40mm graded stone agg.) as in plinth protection 75 mm thick finished top surface even and smooth with out using extra cement |
| 6 | M/L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thick as in sub basecomplete all as specified and directed. |
| 7 | M&L for laying machine pressed precast concrete interlocking reflective coloured (Glozy Finish) pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming all as specified. |
| 8 | M& L Chequared Cement Concrete Tiles (Glozy Finish) 30 CM x 30 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6 .complete all as specified. |
| 9 | M/L PCC type B1 1:2:4 (20 mm Gr. Agg ) 50mm thick as in leveling course for floor finishes etc all as specified and as directed. |
| 10 | Demolition brick or stone masonary built in cement mortar including all quoins arches pillars etc but excluding ashlars facing dressed stone work and precast concrete block, complete all as specified. |
| 11 | M&L for brick work with sub class 'B' brick in cement mortar 1:6, straight or curved on plan exc 6 m mean radius, complete all as specified. |
| 12 | Taking down cement or cement lime plaster on brick or stone walls , etc including raking out joints, hacking for key, scrubbing down with eater etc,complete all as specified. |
| 13 | M&L for rendering 15 mm thick on other than fair faces of brick work or concrete surfaces finished even and smooth in cement mortar 1:4, complete all as specified |
| 14 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces finished even and smooth in cement mortar 1:6, complete all as specified. |
| 15 | M & L, applying two coats of oil bound distemper over one coat of primer and including 3 mm wall care putty including preparation of newly plastered surfaces of walls complete all as specified and as directed. |
| 16 | M&L for preparing new plastered surfaces & applying two coats of cement base paint on walls. complete all as specified and directed. |
| 17 | M&L for cement conceret 1:2:4 Type B-2 Using 40 mm graded stone aggregate as in surface channel and drain bed wall and floor etc. |
| 18 | Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. |
| 19 | M&L for PCC type B1(1:2:4, using 20mm graded stone aggregate) as in bed blocks/coping/ edging all as specified and directed. |
| 20 | Dismanteling fencing wire mesh , any type |
| 21 | Dismanteling post, struts , (wood , steel or Rcc) any section incl. taking out embede portion in concrete or brickwork and making disturbed portion good complete all as specified. |
| 22 | Excavation in post holes or similer holes each nexc. 0.5 cum getting out returning filling in and ramming earth around in layers n. exc 25 cm,watering , and removing surplus soils to a distence nexc 50m and making good surface in hard soils,complete all as specified. |
| 23 | M&L for PCC 1:3:6 type C-2 (using 40mm graded stone aggregate ) as in foundation concrete for fencing post. |
| 24 | S&F angle iron fencing post and struts including cutting tops to shape as directed, drilling holes, notching for wire etc , flat iron fillets / straps ( for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work 9 wnd ties etc conforming to Fe-410-0 or Fe 310-0 anyu size. |
| 25 | S&F MS Screw bolts ( machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut length exc. 5 cm but not exc 10 cm long 11 to 15mm dia of shank. |
| 26 | Supply only chain link MS galvanised fencing incl line wire of any size and any type of strands, rails, straining bolts etc incle provn of binding wire all complete all as specified and directed. |
| 27 | Fixing only chain link fencing any mesh, size and type to any type of standards, rails, straining bolts etc incl provn of binding wire |
| 28 | M&L for round bars 10mm dia and over cut to length bent to shape required incl cranking, bending spirally for hoping for columns, hooking ends and binding with and incl MS Wire (annealed) not less than 0.9mm dia or securing with clips. Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde - E-165) |
| 29 | S&F in repair GI two strand, steel barbed wire 2.24mm dia, narbed with 2mm dia barbs @ 75mm spacing and straining and fixing to any type of standard rail, straining bolts, inlc securing or tying at crossing with and provn of galvanised mild steel wire staples or steel pins etc. All as specified (Each line of wire to be measured.) |
| 30 | M&L two coats of synthetic enamel paint to new steel surfaces over a coat of red oxide primer surfaces of any description exc 10 cm in witdth or girth complete all as specified and Directed by Engineer-in-Charge. |
| 31 | M&L preparing new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer surface area not exc. 10cm in width or girth complete all as specified and Directed by Engineer-in-Charge. |
| 32 | S&F in Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and Directed by Engineer-in-Charge. |
| 33 | S&F in repairs Vitreous China wash down water closet pan (Pedestal pattern) white complete incl seat and cover, flush pipe Flushing cistern incl all joints complete all as specified and directed by Engr in Charge. |
| 34 | Dismantling of stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar all as specified. |
| 35 | M&L machine cut kota stone slab flooring 20-25mm thick over and including cement screed based 15 mm thick in CM 1:6 and jointed with grey cement slurry mixed with pigment to match the shade of the slab incl cutting polishing and rubbing complete. |
| 36 | All as per item ser No 35 but on skirting over 10 mm th backing coat in CM 1:4 complete. |
| 37 | Material and labour for 20 mm thick granite stone machine cut (table rubbed and polished) bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigments to match the shade of granite stone including grinding and polishing, rounding to edges of granite stone etc.complete all as specified and directed. |
| 38 | M&L for rendering 10mm thick in CM 1:4 on concrete surfaces over roof slabs with admixture of integral water proofing compound @ 3% by weight of cement complete all as specified and Directed by Engineer-in-Charge.Note-(WPC shall be measured & paid seperately) |
| 39 | Supply only integral water proofing compound |
| 40 | M & L for taking out old water proofing treatment to RCC roof slab as specified below and as directed by Engineer-in-Charge (a) The roof surface shall be thoroughly wire brushed, washed, dried up & cleaned to remove all foreign materials & dust to receive primer. (b) On the dried roof surface, apply one coat of bituminous primer @ 100 Gm/ Sqm as per manufacturers instruction.(c) On this primed surface, the approved APP modified bituminous membrane with non woven polyester mat as reinforcement weighing not less than 3.5 Kg/ Sqm laid by torch application metho and top surface shall be applied with bituminous aluminium paint.(d) The overlap while torching shall be 75mm on longitudinal direction & 100mm on transverse direction. Note:-Obtain material through out low laying Area |
| 41 | Dismantling asbestos cement / CGI (corrugated/ semi corrugated etc) sheet in roof covering complete all as specified and directed. |
| 42 | Dismantling MS works of any Desc. Not otherwise provided for |
| 43 | S&F Tubular Sections as in main cross beams , hip and jack rafters; purlins, where connected to common rafter , posts etc. conf to Fe-410-w(gdeE-250 quality-A) |
| 44 | S & F for Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engr In Charge. |
| 45 | All as per item No 44 above above but plain sheet fix in valley gutter / ridge |
| 46 | M & L for excavation in trenches n exc 1.5M deep & exc. 1.5M wide and getting out in soft/loose soil |
| 47 | Demolition of cement concrete (reinforced) as in manholes cover. |
| 48 | Demolition & breaking up drain pipe (salt glazed , AC or reinforced concrete) set in cement mortar for 100 mm dia pipes. |
| 49 | All as item No. 48 above but for internal dia of pipe 150mm. |
| 50 | All as item No. 48 above but for internal dia of pipe 200mm. |
| 51 | All as item No. 48 above but for internal dia of pipe 300mm. |
| 52 | M&L for reinforced cement concrete pipes class NP-3 , laid in trenches & jointed complete with collars, dia of pipe 100 mm . |
| 53 | All as item No. 52 above but for 150 mm internal dia of pipe. |
| 54 | All as item No. 52 above but for 200 mm internal dia of pipe. |
| 55 | All as item No. 52 above but for 300 mm internal dia of pipe. |
| 56 | M&L for PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in bed to drain pipes, incl packing under & hauching against the sides of pipes after they are laid and tested for 100 mm bore RCC pipe. |
| 57 | All as item No. 56 above but for 150 mm dia RCC pipe. |
| 58 | All as item No. 56 above but for 200 mm dia RCC pipe. |
| 59 | All as item No. 56 above but for 300 mm dia RCC pipe. |
| 60 | M&L for cutting into existing manholes for connecting new drains making good to pipe & rendering, cutting. Out existing benching for & forming branch channel in cement concrete 1:2:4 type B-1 smooth finishing & reforming benchine as required for bore of pipe 100 mm. |
| 61 | All as per item No. 60 above but for bore of pipe 150 mm . |
| 62 | All as per item No. 60 above but for bore of pipe 225 mm . |
| 63 | All as per item No. 60 above but for bore of pipe 300 mm . |
| 64 | M&L for 75 mm thick precast Cement concrete cover slabs 1:2:4 Type B-1 set and jointed in CM 1:6Note:- Reinforcement shall be measured and paid separately. |
| 65 | M&L for mild steel deformed TMT bars 6 to 8mm dia cut to length, bent to shape required incl cranking, bending, hooking ends & binding with & incl mild steel wire (annealed) not less than 0.9 mm dia. |
| 66 | Returning filling in including levelling , watering and well ramming in layers n exc 25 cm thick in soil. |
| 67 | Removal of surplus soil to a distance n exc. 50 M & depositing where directed at a level n exc. 1.5 M above starting point. |
| 68 | Complete removal of existing treatment from old decorated surfaces of wall ,preparation of surfaces,priming with alkali resistant priming paint and applying two coat of cement base paint complete all as specified & directed by Engineer-in-Charge. |
| 69 | Material and labour for complete removal of existing treatment of plastered OR unplastered old decorated surface walls by brooming down and applying two coats of weather proof paint on external surfaces including a coat of acrylic based primer at any height of building / tower complete all as specified and as directed by Engineer-in-Charge. |
| 70 | Dewatering of following including disludging of sluldge at bottom in foul condition including taking out other dirty & filthy materials from manhole & septic tanks by sewage pump or manually using buckets/baskets, lifting the same upto 4.50M depth of tank/MH and removing to out side MD land including cleaning/clearing for following: - |
| 71 | Manhole of any dimension upto 1.5 Mtr deep |
| 72 | Manhole of any dimension exc 1.5 Mtr but n exc 3 Mtr deep. |
| 73 | Septic Tank up to 10 User capacity. |
| 74 | Septic Tank up to 50 User capacity. |
| 75 | Septic Tank exc 50 and n exc 100 users capacity. |
| 76 | Septic Tank exc 100 and n exc 200 Users capacity. |
| 77 | Cleaning of SWG/RCC Sewage line of 75 to 200mm bore dia of pipe of foul condition by rodding the drain/sewage line using flexible rod/suitable device or by any other means for removing blockage from sewar line, mud, silt and any other debries obtained from sewage line with water to remove blockage and cleaning the entire rubbish, sludge etc and burrying the material obtained from sewage line including all precautionery and safety measures etc complete all as specified and directed. |
| 78 | Removing blockage from water closet, floor or gully or Nahani Trap traps and bends by rodding thoroughly and pouring water under pressure and Cleaning, clearing the drainage to efficient and Smooth flow of sludge/waste water all as specified and directed by Engineer-in-Charge. NOTE :-(i) Contractor's supervisor will report on all working days along with Two safai wala and Printed contractor's firm name complaint slip book at 08.30 hrs at B/R East to receive complaints for blockage and to submit completion report on the same day by 17.00 hrs.(ii) Printed complaint slip book area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor.(iii) Rate quoted above shall be deemed to incl the cost of T&P, equipment, safety device etc alongwith sufficient labour to full fill the requirement to the entire satisfaction of Engineer-in-charge.(iv) if there is any major blockage in sewer line/septic tank for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt. therefore contractor is adviced to visit the site before quoting the rates in tender.(v) In the event he fails to attend the complaint recovery @ Rs. 1000 per day shall be effected from the amount due to the contractor. |
| 79 | S&F in repair Health Faucet (ABS Body) with 1.20 M Long PVC Tube and wall Hook screwed down to GI pipe or union/angle valve complete all as specified and directed by Engr-in-charge Make Jaquar Code No- ALD-CHR-583 or equivalent in kohlar, grohe and Roca |
| 80 | S & F in repair CP, soap dish complete all as specified and as directed by Engr-in-Charge. Make Jaquar Code No- AKP -35731 P or equivalent in kohlar, grohe and Roca |
| 81 | M&L for water proofing treatment to sunken slab ,wall etc. and shall be carried out as specified below and as directed:- (a) Demolition of cement concrete/brick bats filled on sunken slab up to mother slab including removing and clean the sunken portion of toilet / Baths/WCs/ Kitchen throughly to remove laitance ,dirt,dust etc. (b). Brushing cemnt slurry with 1.2 kg of cement per Sqm duly blended with & including water proofing compound. (c). 15 mm thick (Average thickness) plaster in cement mortar (1:4)mixed with water proofing compound on sunken surfaces including wall. the corner of sunken portion shall be rounded in concave shape and adeqquate slope be made during plastering to accommodate sump pipe and curing the sunken portion with water minimum for 48 hours by ponding. (d). Applying self adhesive type APP based polymeric membrane minimum weighing not less than 3.6 kg /Sqm and minimum 3 mm thick reinforced with polyster non- woven febric(weight not less than 3.6 kg/Sqm. (e). M&L for PCC 1:7:12 type F2 using brick course aggregates for filling of sunken portion after conceling all membrane upto FFL and sealing all joints to the entire setisfaction of Engr-in-Charge. (Note:-Floor area shall be considered for measurement & payment purpose). Please Enable Macros to View BoQ information |
