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| 1 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) in surface channels and drains, including necessary formwork and demolition of existing damaged drains, complete all as specified and as directed by Engineer-in-charge. |
| 3 | M&L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends, complete all as specified and as directed by Engineer-in-charge. |
| 4 | Add to or Deduct from Item No. 03 here-in-before for Every 25mm Girth or Part thereof Over or Under 30 Cm, complete all as specified and as directed by Engineer-in-charge. Note:- Quantity of this item shall be changed as per site requirement. |
| 5 | M&L for cleaning of sewage pipe line of any dia and any type by rodding/pumping between intermediate/1st manholes to manholes or between manholes to septic tanks or between septic tank to soak pits to remove all blockage and well flushing with water including making good of leakage in joints wherever required in cement mortar (1:2) including removing the sludge and re-fixing the manhole cover complete all as specified and as directed by Engineer-in-charge. |
| 6 | M&L for taking out deposited sludge and water from septic tanks/ manholes of any type and size by mechanical means using sewage pump with tanker (truck mounted honey sucker) and removing night soil/sludge out of MOD land including sweeping/cleaning with water and spreader bleaching powder, complete all as specified and directed by Engineer-in-charge. (Only sludge shall be measured). |
| 7 | Opening of blokage to nahni trap/gully trap, WC, floor trap,exc including washing/cleaning upto Ist manhole complete all as specified and as directed by Engineer-in-charge. |
| 8 | M&L for precast reinforced cement concrete 1:2:4, type-B1 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes, etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 including demolition of existing damaged RCC works, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement will be measured and paid separately under relevant Item. |
| 9 | S&F of TMT bars 8-10mm 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 by Engineer-in-charge. |
| 10 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius built and set in cement mortar 1:6, incl demolition of existing B/W,complete all as per specified and as directed by Engineer-in-charge. |
| 11 | M&L for Rendering (Externally) 15mm thick in Cement Mortar 1:4 on other than fair faces Brick Walls/Concrete Surfaces/ other side of lathing, plastered surfaces finished Even and Smooth without using Extra Cement, complete all as specified and as directed by Engineer-in-charge. |
| 12 | M&L for providing 75 mm thick Cement concrete type D-2, 1:4:8 (40mm graded stone aggregate) as in sub-base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough including demolition of existing old damaged PCC, complete all as per specified and as directed by Engineer-in-charge. |
| 13 | M&L for providing 40 mm thick Cement concrete type B-1, 1:2:4 (20mm graded stone aggregate) as in base of floor/ path/ hardstanding/plinth protection, etc. or similar works, laid in altenate bays including use and waste of form work and finishing concrete surfaces even and rough including demolition of existing old damaged PCC, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.36 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for providing Non-skid Ceramic coloured tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc., laid over 20mm thick cement screed 1:6 set and jointed in neat cement slurry and pointed in white or coloured cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 16 | M&L for providing Glazed ceramic coloured tiles in vertical surface (like skirting, dado, etc.) 350x 250x 7/ 300x 450x 7 mm thick, over 10mm thick cement screed 1:3 set and jointed in neat cement slurry and pointed in white or colour cement to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 17 | M&L for providing glossy finished Chequered cement concrete coloured tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors., laid over 20mm thick cement screed 1:6 with grey cement and pigments to match, including dismantling the existing old unserviceable tiles of any type and of any description, complete all as per specified and as directed by Engineer-in-charge. |
| 18 | M&L for providing Machine pressed precast coloured concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, with grey cement and pigment including dismantling the existing old unserviceable paver block of any type and of any description, complete all as per specified and as directed by Engineer-in-charge |
| 19 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 20 | M&L for preparing newly plastered surfaces of wall and applying two coats of cement base paint of any shade over a coat of alkali-resistant priming paint, complete all as specified and as directed by Engineer-in-charge. |
| 21 | M&L for preparing newly plastered surfaces of wall and applying three coats of white wash, complete all as specified and as directed by Engineer-in-charge. |
| 22 | S&F in-repair of Vitreous China wash basin, white, with brackets, flat back, size 550x400mm including cutting for and pinning in ends of brackets or erecting stand including 32mm dia CP Waste fittings, complete all as specified and as directed by Engineer-in-charge. |
| 23 | S&F in-repair of Wash down couple water closet (Cistern mounted) pan and S/P trap of 670x365x740mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. |
| 24 | S&F in-repair of Wash down water closet (Pedestal pattern) pan and S/P trap of 540x375x415mm with and including Plastic water closet seat, white, closed pattern with flat bottom, and cover and mild steel chromium plated or anodised aluminium hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc., complete all as specified and as directed by Engineer-in-charge. |
| 25 | S&F in-repair of 10 litre capacity PVC valveless, syphonic action type, flushing cistern, low level, white, with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm dia, with and including making necessary connections, complete all as specified and as directed by Engineer-in-charge. |
| 26 | S&F in-repair of 15 mm dia fancy type chromium plated two-way Bib taps with wall flange, cast copper alloy with crutch or butterfly handle, screwed down, screwed for iron pipe or for brass ferrule, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F in-repair of Health faucet ABS Body chromium plated suitable for 15 mm dia pipe with 1.0 metre long flexible tube and ABS wall hook including making connections and fixed in position, complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F in-repair of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/ fixed to wall, complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F in-repair of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors/ fixed to wall, complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F in-repair of 110mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 31 | S&F in-repair of 75mm dia PVC (SWR) bends any radius with access door, complete all as specified and as directed by Engineer-in-charge. |
| 32 | S&F in-repair of PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement, complete all as specified and as directed by Engineer-in-charge. |
| 33 | S&F in-repair of 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed by Engineer-in-charge. |
| 34 | M&L for providing 100mm thick cement concrete 1:3:6, type C-2 (40mm graded aggregates) bed to 100mm dia drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and as directed by Engineer-in-charge. |
| 35 | All as per Item No. 34 here-in-above, but for 150mm dia drain pipes, complete all as specified and as directed by Engineer-in-charge. |
| 36 | M&L for providing 100mm dia Salt-glazed stoneware drain pipes laid in trenches and jointed including demolition/ breaking up of existing damaged pipe, earthwork in excavation in any type of soil and returning filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm, including dipositing the surplus soil along the line of pipe in the form of heap, complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F of 150 mm internal diameter of double wall corrugated (DWC) high density polyethelene pipes (HDPE) and stiffness classes-8 (SN-8) with ISI marked (with CML no) with and including all fitting & jointing material for sewage line and laid in trenches as specified in IS 16098-2013 part-2, including demolition/ breaking up of existing damaged pipe, earthwork in excavation in any type of soil and returning filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm, including dipositing the surplus soil along the line of pipe in the form of heap, complete all as specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme/ Astral |
| 38 | Supply, install and testing of LLDPE septic tank conventional design with top cover suitable for 30 Users (Appx 5000-5500 ltrs) with and including earthwork in excavation, 150mm thick P.C.C. 1:4:8 (type D-2) for bed, making connections of inlet/ outlet/ Vent pipe, returning filling and removing of surplus soil at a distance of not exceeding 50.0m from site, complete all as specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme |
| 39 | Supply, install and testing of LLDPE septic tank conventional design with top cover suitable for 10 Users (Appx 2000 ltrs) with and including earthwork in excavation, 150mm thick P.C.C. 1:4:8 (type D-2) for bed, making connections of inlet/ outlet/ Vent pipe, returning filling and removing of surplus soil at a distance of not exceeding 50.0m from site, complete all as specified and as directed by Engineer-in-charge. MAKE- Sintex/ Supreme Please Enable Macros to View BoQ information |
