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| 1 | Demolition of brick/ block built in cement mortar or cement lime mortar of any description, above or below GL, including in foul conditions, complete all as specified and as directed. |
| 2 | Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15 cm thickness (below or above ground level) complete all as specified and as directed. |
| 3 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided all as specified and as directed. |
| 4 | Taking down cement or cement lime plaster, any description 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. |
| 5 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing rubbish off the premises complete all as specified and as directed. |
| 6 | M&L for Clearing away all grass vegetation, saplings, shrubs, brushwood, undergrowth, roots, and trees not exceeding 30 cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance, for areas near septic/soakage wells and along the alignment of sewage line as per direction of Engineer-in-Charge, complete all as specified and as directed. |
| 7 | Excavation in trenches, not exc 1.5m wide and not exc 1.5 m in depth, in any type of soil for foundation, laying pipes for drains or manholes etc, n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out including trimming sides and forming bottom surfaces to required level/slope etc complete all as specified and as directed. |
| 8 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick with soils, complete all as specified and as directed. |
| 9 | Removing excavated soil to distance exc 250m and not exc 500m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specfied and as directed. |
| 10 | M&L for cement concrete 1:4:8, type D2, using 40mm graded stone aggregate as in foundations, filling and mass concrete all as specified and as directed. |
| 11 | M&L for cement concrete 1:3:6, type C1, using 40mm graded stone aggregate as in surfaces channels and drains all as specified and as directed. |
| 12 | M&L for cement concrete 1:3:6, type C-1, using 20mm graded stone aggregate as in copings, bed plates, plingth courses, water troughs, haunchings and the like including necessary formwork, weathering, slightly rounded or chamfered angles and throating, as directed complete all as spcified and as directed. |
| 13 | M&L for precast cement concrete 1:2:4, type B-1, using 20mm graded stone aggregate as in landings, cover slabs (for manholes etc) and similar small articles with plain fair faces, set in cement mortar 1:4 complete all as specified and as direced. Note : Reinforcement will be measured and paid separately. |
| 14 | Extra for forming fair finished drain or channel, 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and as directed. |
| 15 | M&L for brickwork with old size fly ash bricks straight or curved on plan with mean radius exc 6m built in CM 1:6 complete all as specified and directed. |
| 16 | M&L for precast PCC solid block masonry with PCC 1:5:8 blocks, exc 10 cm width, built in cement mortar 1:6 complete all as specified and as directed. |
| 17 | S&F mild steel TMT bars, 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and as directed. |
| 18 | S&F mild steel TMT bars, 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and as directed. |
| 19 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and fair without using extra cement all as specified and as directed. |
| 20 | M&L for Preparation of newly plastered ceiling surfaces and applying three coats of white wash complete all as specified |
| 21 | M&L for preparation of newly plastered wall surfaces and applying two coats of cement base paint over and including a coat of alkali resistant primer complete all as specified and as directed. |
| 22 | Supply and fixing in repairs pre cast manhole cover (LD) of size 12\\"x36'' made up of steel fibre reinforcement concrete M-30 grade as per IS etc complete all as specified and directed by Engr-in- charge |
| 23 | All as per serial item No. 22.00 here-in-before but of size 12\\"x48 '' |
| 24 | M&L for RCC 1:2:4, type B1, using 20mm graded stone aggregates as in slabs of septic tank,soakage well, etc supported on walls etc complete all as specified and as directed. |
| 25 | Use and waste Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) complete all as specified. |
| 26 | M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed. |
| 27 | M&L for RCC pipes, 150 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1,including demolition and breaking up drain pipes (any type), along with existing PCC bedding and haunching and removal of debris from site, complete all as specified and as directed. Note:- (a) Before starting the work the site shall be shown to the Engr-in-Charge/GE for approval. (b) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 28 | M&L for RCC pipes, 200 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1,including demolition and breaking up drain pipes (any type), along with existing PCC bedding and haunching and removal of debris from site, complete all as specified and as directed. Note:- (a) Before starting the work the site shall be shown to the Engr-in-Charge/GE for approval. (b) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 29 | M&L for RCC pipes, 300 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1,including demolition and breaking up drain pipes (any type), along with existing PCC bedding and haunching and removal of debris from site, complete all as specified and as directed. Note:- (a) Before starting the work the site shall be shown to the Engr-in-Charge/GE for approval. (b) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item. |
| 30 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 150 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 31 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 200 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 32 | M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 300 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed. |
| 33 | Cleaning of sludge from SGSW/RCC pipe line upto 150 mm dia in foul conditions by mechanical means for removing blockage, taking out blocked sludge / debris etc collected in the manholes from pipe lines, cleaning & depositing the sludge/debries burried under ground, spreading necessary insecticide where sludge is deposited and covering the same with soil all as specified and as directed. Notes : (a). All sludge/debries shall be deposited in nearest pit & covered with soil and necessary disinfection shall be carried out.(b). Rs 200.00 for each complaint shall be deducted from the payment of contractor in case complaint is not attended and rectified within 24 hours since ordered.(c) Necessary tools and plants required for removing blockage shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted. |
| 34 | All as per serial item No. 33.00 here-in-before but 200 mm to 250 mm dia pipes. |
| 35 | All as per serial item No. 33.00 here-in-before but 300 mm dia pipes. |
| 36 | Cleaning /Dewatering of sludge & removing the sludge from existing septic tank of capacity 150 to 300 users in foul condition including other foreign material etc viz sediment, sand ,ash, grease ,fibre, silt ,roots,or vegetration etc,by mechnical means (mechanical sewer sucker machine), and taking the same outside MD land, burying under ground, carrying out necessary disinfection, where sludge is deposited and covering the same with soil complete all as specified and directed by Engr-in-Charge.Note: Necessary tools and plants required shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted. |
| 37 | Cleaning /Dewatering of sludge & removing the sludge from existing septic tank of capacity 25 to 100 users in foul condition including other foreign material etc viz sediment, sand ,ash, grease ,fibre, silt ,roots,or vegetration etc,by mechnical means (mechanical sewer sucker machine), and taking the same outside MD land, burying under ground, carrying out necessary disinfection, where sludge is deposited and covering the same with soil complete all as specified and directed by Engr-in-Charge.Note: Necessary tools and plants required shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted. |
| 38 | Cleaning of manholes in foul conditions, of any size and any depth by taking out entire sludge, soil etc mechanically or manually and removing the same to a distance upto 5Km outside of MD land and burried under ground, carrying out necessary disinfection where sludge is deposited including removing and refixing the manhole covers etc in foul conditions all as specifed and as directed. Note : (a) Rs. 200/-shall be deducted from the payment of contractor in case the complaint is not attended and rectified within 24 Hrs since ordered. (b) Internal size of manhole and depth of sludge only shall be measured and considered for payment. |
| 39 | Labour only for removing blockage of WC (Indian or EWC), urinal, bath and kitchen, gully trap including cleaning of pan, floor trap and removing blockage of down pipe upto1st manhole in foul conditions complete all as specified and as directed.Note : - (a) The item shall be operated on demand/complaint of users and shall be executed on specific written direction of JE/AGE .(b) All written docket shall be serially numbered, jointly signed including the user with bldg./Qtr No and maintained in register for the purpose of records.(c) A recovery of Rs.200/- shall be levied as penalty from the contractor if the complaints are not done within 24 Hrs. Decision of GE in this regard shall be final and binding. Document in support of satisfatory completion from user of each complaint shall be preserved by contractor and submitted for verification to Engineer-in-charge.(d) Necessary tools and plants required for removing blockage shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted. |
| 40 | M&L for cutting into existing manhole for connecting new drains, making good to pipes & rendering, cutting out existing benching & forming branch channel ( ½ round or ¾ section) in PCC 1:2:4 type B1, using 20mm graded stone aggregates, smooth finished for 150 mm bore pipe complete all as specified and as directed. |
| 41 | M&L for 75mm thick plain cement concrete 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in sub base of floors and pavings complete all as specified and as directed. |
| 42 | M&L for hardcore of gauge not exc 63 mm of broken stone or boulder, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 43 | Dismantling kota, granite, cudappah stone slabs and interlocking tiles of any description or thickness in floors, aprons etc laid, bedded and pointed in any mortor complete all as specified and as directed. |
| 44 | M&L for 60mm thick factory made chamfered edge, cement concrete paver blocks of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 25mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed |
| 45 | M&L for precast cement concrete coloured chequered tiles with glossy finish of size 25cm x 25cm x 25mm thick/30cm x 30cm x 25mm thick, machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry over and including 20mm thick screed bed or bedding layer in cement mortar 1:6 and pointed in coloured cement to match the colour of tiles complete all as specified and as directed. |
| 46 | Fixing only cement concrete paver blocks as in footpath, parks, lawns, drive ways or light traffic parking etc., over and including 25mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.Note: Old cement concrete paver blocks of any type and size retrieved from dismantling shall be reused under this item. |
| 47 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required with and including excavation and earthwork and dismantling of existing kerb stones complete all as specified and as directed. |
| 48 | M&L for non skid coloured ceramic tiles 7-8mm thick (square or rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in CM 1:6 etc complete all as specified & directed.Note: Color and shade shall be as approved by Engineer-in-charge |
| 49 | M&L for glazed coloured ceramic tiles in vertical surfaces as dado of size 450x300x6-7mm, thick set and jointed in neat cement and pointed in white or coloured cement to match over and including 10mm thick rendering in CM 1:3 on other than fair faces of brick work etc complete all as specified & directed.Note: Color, size and shade shall be as approved by Engineer-in-charge |
| 50 | M & L for Water proofing treatment to floor & vertical surfaces of sunken portion complete comprising the following (floor area of WC/Bath/kitchen not exceeding 1.5 sqm) :-(a) Demolition of floor and lime concrete etc. remove all loose particles along with existing water proofing treatment (any no. of layers) with wire brushes and cleaning the surfaces with water. (b) Brushing cement slurry with 1.2 kg of cement per square meter duly blended with & including water proofing compound. (c) 15mm thick (Average thickness) plaster in cement mortar (1:4) mixed with WP compound on sunken surface including walls. The corner of sunken portion shall be rounded in concave shape and adequate slope shall be made during plastering to accommodate sump pipe and curing the sunken portion with water minimum for 48 Hrs 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 fabric (weight not less than 150 gm/sqm (e) M&L for PCC 1:7:12 for fillin of sunken portion after conceling all membrane and sealing all joints to the entire with broken bats and light weight, and provide hole in the wall and fix 600 mm long 20 mm dia GI spouts light grade, PCC 1:3:6, type C1 (using 20 mm graded stone aggregates) filling complete all as satisfaction of Engineer-in-Charge.Note- The rates include for drilling of the hole RCC @ 1.00 m centre to centre, to a depth to a length of 30 mm and fixing of PVC pipes of dia 15/20 mm laid dry and grouting with cement slurry mixed with can bax 100 chemical with pressure grouting with minimm 3 Kg/Sqm complete all as specified and directed. |
| 51 | All as per serial item No 50.00 here-in-before but floor area of WC/bath-room/toilet/kitchen exceeding 1.5 Sqm but not exceeding 3.0 Sqm. |
| 52 | S&F in repair Vitreous China, Squatting pan Orissa pattern size 580 x 440mm, white with integral foot rests (excluding flushing cistern and flush pipe) with Vitreous China ‘P’ or ‘S’ trap, front or back inlet including connection to trap and to flushing pipe, anti syphonage pipe, including PCC (1:2:4) type B-1 for fixing of WC and making good the floor to match the existing complete all as specified and as directed.Make: Cat No. S3010102 of CERA or equivalent model of makes specified. |
| 53 | S&F in repairs, vitreous china wash down water closet (pedestal pattern) white, including connection to drain (or outgoing pipe) and flushing pipe, anti syphonage pipe, trap set and including white or black seat cover for pedestal pan with mild steel chromium plated aluminium hinging device, fixed to pan with suitable screws etc complete all as specified and as directed.Make : Cat No. S1053102 of CERA or equivalent model of makes specified. |
| 54 | S&F in repairs 10 ltr capacity PVC valveless, syphonic action type flushing cistern, low level, white with inlet ball valve and handle including brackets complete all as specified and as directed.Make : Cat No. B1010110 of CERA or equivalent model of makes specified. |
| 55 | S&F in repairs vitreous China bowl urinal flat back, white, with grating and union for discharge pipe (excluding flushing cistern, flush pipe) 40mm PVC waste pipe & 40 mm waste coupling providing and fixing plugs, bedding urinal against wall in mortar 1:2, securing urinal to plug, with and including 60mm long screws, pointing around urinal back in cement, fixing flush pipe, complete all as specified and as directed.Make: Cat No. S4020103 of CERA or equivalent model of makes specified. |
| 56 | S&F in repairs,Health faucet (ABS Body) suitable for 15 mm dia pipe with 1 metre long flexible tube and ABS wall hook including making connections and fixed in position complete in all respect as specified.Make : Cat No. F8030111AB of CERA or equivalent model of makes specified. |
| 57 | S & F in repairs, PVC connections, 15 mm size with PTMT nuts of length 600 mm complete all as specified and as directed. |
| 58 | S&F in repairs 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed. |
| 59 | S&F in repairs, 110 dia bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls all as specified and as directed. |
| 60 | S&F in repairs, 110mm bore PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and as directed. |
| 61 | S&F in repairs, 110mm bore PVC (SWR) bend any radius, with oval access door all as specified and as directed. |
| 62 | S&F in repairs, 110mm bore PVC (SWR) branch piece, single (single Y) equal or unequal with oval access door all as specified and as directed. |
| 63 | S&F in repairs, 110mm bore PVC (SWR) bend any radius all as specified and as directed. |
| 64 | S&F in repairs, 110 mm dia PVC (SWR) junction, single, (single T) equal or unequal complete all as specified and as directed. |
| 65 | S&F in repairs, 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in floors all as specified and as directed. |
| 66 | S&F in repairs, 75mm bre PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls all as specified and as directed. |
| 67 | S&F in repairs, 75mm bore PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and as directed. |
| 68 | S&F in repairs, 75mm bore PVC (SWR) branch piece, single (single Y) equal or unequal with oval access door all as specified and as directed. |
| 69 | S&F in repairs, 75m bore PVC (SWR) bend any radius, with oval access door all as specified and as directed. |
| 70 | S&F in repairs, 75m bore PVC (SWR) bend any radius, all as specified and as directed. |
| 71 | S&F in repairs, 75 mm dia PVC (SWR) junction, single, (single T) equal or unequal complete all as specified and as directed. |
| 72 | S&F in repairs, 110 mm dia PVC (SWR) reducer complete all as specified and as directed. |
| 73 | S&F in repair salt glazed stone ware gully trap, square or round mouthed type P of size 100mm x 100mm complete all as specified and as directed. |
| 74 | S&F in repairs 110 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 75 | S&F in repairs 75 mm bore PVC (SWR) vent cowl complete all as specified and directed. |
| 76 | S&F in repairs, 32mm dia semi rigid PVC waste pipe for sink, urinal, wash hand basin etc, length not less than 800mm complete all as specified and as directed. |
| 77 | S&F in repairs, PVC (SWR), 75 mm outer dia floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed. |
| 78 | S&F in repairs, PVC (SWR), 75 mm outer dia mutli floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed. |
| 79 | S&F in repair stainless steel grating with square frame (grating thickness 1mm and frame thickness 1.5mm) of size 125mm (minimum) with waste hole complete all as directed. |
| 80 | S&F stack clamp out of 50x3mm flat iron and 16mm dia around iron stay fixed to wall for pipe bore 110mm complete all as specified. |
| 81 | Supply and fixing in repairs Double Wall Corrugated Class SN8 pipe, 150mm bore, laid and jointed complete with collars and fittings, complete all as specified and directed |
| 82 | S&F in repair mild steel framed work such as grills, gratings, and similar work conforming to Fe-290.Gde-E-165, complete all as specified and as directed. |
| 83 | Supply and fixing pre cast Hume pipe septic tank of capacity 100 users, 1800mm dia (minimum). including necessary excavation and earth work in all kind of soil strata and placing over 100 mm thick PCC 1:4:8 D2 bedding and demolition of old damage septic tank etc, including make necessary connections complete all as specified and directed by Engr in charge Note: (a) Septic tank shall be kept minimum 15 cm below GL and shall be laid accordingly to slope of connected sewage line. |
| 84 | Supply and fixing pre cast Hume pipe septic tank of capacity 50 users, 1200mm dia (minimum). including necessary excavation and earth work in all kind of soil strata and placing over 100 mm thick PCC 1:4:8 D2 bedding and demolition of old damage septic tank etc, including make necessary connections complete all as specified and directed by Engr in charge Note: (a) Septic tank shall be kept minimum 15 cm below GL and shall be laid accordingly to slope of connected sewage line. |
| 85 | M&L ,Soakage wells (1.8 M dia X 3.0 M effective dept) excavation, (soft soil /any type of Roc) foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM1:4 RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of required size (Ref DRG NO CEPZ/2019 /03/sheet 2/2)including demolition old damage soakage well complete all as specified and as directed Please Enable Macros to View BoQ information |
