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| 1 | Demolition of cement concrete (un-reinforced) in ground floor & paving n.exc. 15cm thick below or above ground level. |
| 2 | Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains not exceeeding 1.5m in depth (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed by Engineer-in-Charge . Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 3 | Earth work in excavation in any type of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains exceeeding 1.5m and n.exc 3.0m in depth (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed by Engineer-in-Charge . Note :- Removal upto 50 m is already included in above item and no extra cost will be paid for removal upto 50mtr. |
| 4 | Returning, filling in excavated material (soil) including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft / loose soil etc complete all as specified and directed by Engineer-in-Charge |
| 5 | Removing surplus excavated soil to a distance exc 50 m and n.exc 100m deposited where directed at a level n.exc 1.5 m above the starting point etc complete all as specified and directed by Engineer-in-Charge |
| 6 | Removing blockage from water closet, floor or gully or Nahani trap 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 dircted by Engineer in charge. Note:-(i) Contractors supervisor will report on all working days along with two safaiwala and printed contractors firm and name complaint slip book at 0830 hrs at B/R-II to recieve complaints for blockage and to submit completion report on the same day by 1700 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 include the cost of T&P, equipment , safetey device along with 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 / spetic tank for which additionalSafaiwalas and special T&P is required, same shall be provided by contractor without 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 levied from the amount due to the contractor. |
| 7 | Demolition of brickwork or stone bouilder masonary built in cement mortar or lime mortar complete all as specified |
| 8 | M&L for brick work with subclass B Bricks straight or curved on plan exceeding 6 M mean radius built in cement mortar (1:6) |
| 9 | Taking down cement mortar plaster on brick or stone walls, raking out joints, hacking for key complete all as directed |
| 10 | M&L for rendering, 10 mm thick on brick / concrete surfaces in cement mortar 1:6 surfaces finished even and fair without using extra cement including WPC @ 3% etc complete all as specified and directed. ( Note :- WPC will be measured separately). |
| 11 | M&L for rendering, 15 mm thick on stone/brick / concrete surfaces in cement mortar 1:4 finished even and fair without using extra cement complete all as specified and directed |
| 12 | Supply only integral water proofing compound etc complete all as specified and directed by Engineer-in-Charge |
| 13 | M & L for plain Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge. |
| 14 | M & L for PCC (1:2:4) type B2 using 40mm graded stone aggregate as in surface channels, drain and similar works etc complete all as specified and directed by Engineer-in-Charge |
| 15 | Demolition of Stone slabs and tiles of any description or thickness in floors, Dados,skirtings, aprons laid, bedded, backing coat and pointed in any mortar etc. |
| 16 | M&L for 60 mm thick, PCC pavers interlocking tiles of glossy finish, with grey cement and no pigment ,any shape & size conforming to IS 15658 of 2006. M-35 grade made up with 12.5mm graded mechanically crushed stone aggregates, factory made over and incl 30mm thick sand cushioning and joints filled with fine sand incl leveled with plate vibrator & sweeping etc complete all as specified and directed. |
| 17 | M&L for 30mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 in floor/plinth etc over and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed |
| 18 | Fixing only for 30mm thick rough dressed lime stone slab (shahabad) flooring, laid dry, jointed and pointed in cement mortar 1:6 and pointed in cement mortar 1:3 in floor/plinth etc over and incl 15mm thick screed bed in CM 1:6 complete all as specified and directed |
| 19 | M&L for providing 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as directed. |
| 20 | M&L for 75mm thick plain cement concrete type C-1 (1:3:6) using 20 mm graded stone aggregate as in plinth protections & path, complete all as specified |
| 21 | M&L for coloured glazed ceramic tiles 300x450mm,7-8 mm thick as approved by GE as in dado/skirting or on vertical surfaces, over and including 10 mm thick backing coat in CM (1:4) set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tile etc complete all as specified and directed. |
| 22 | M&L for non skid ceramic coloured tiles 300x300mm 7-8mm thick matching to dado tiles area of each tile, as in floor etc laid over and including screed bed 15 mm thick in cement mortar 1:6 set and jointed with white or coloured cement to match complete all as specified and as directed. |
| 23 | M&L for 100 mm bore SGSW drain pipe grade 'A' laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site etc complete all as specified and directed by Engineer-in-Charge |
| 24 | M&L for 150mm bore Reinforced cement concrete pipe, type NP-2 laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site complete all as specified and directed. |
| 25 | M&L for 200mm bore Reinforced cement concrete pipe, type NP-2 laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site complete all as specified and directed. |
| 26 | M&L for 300mm bore Reinforced cement concrete pipe, type NP-2 laid in trenches and jointed as specified, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site complete all as specified and directed. |
| 27 | M&L for cement concrete bed to 100mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge |
| 28 | M&L for cement concrete bed to 150mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge |
| 29 | M&L for cement concrete bed to 200mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge |
| 30 | M&L for cement concrete bed to 300mm bore pipe including packing under and hauching against the sides of pipe in PCC (1:4:8) type D-2 using 40 mm graded mechanically crushed stone aggregates,,after they are laid and tested in etc complete all as specified and directed by Engineer-in-Charge |
| 31 | Cutting into existing manhole for connecting new drain 100 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge |
| 32 | Cutting into existing manhole for connecting new drain 150 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge |
| 33 | Cutting into existing manhole for connecting new drain 200 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge |
| 34 | Cutting into existing manhole for connecting new drain 300 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B1 using graded stone aggregates, smooth finished and as required for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge |
| 35 | S&F precast manhole cover (MD) of size 900 x 450mm made up of FRP including frame as per IS etc complete all as specified and directed by Engineer-in-Charge. Note : Make and material shall be as approved by GE. |
| 36 | S&F precast manhole cover (MD) of size 900 x 600mm made up of FRP including frame as per IS etc complete all as specified and directed by Engineer-in-Charge. Note : Make and material shall be as approved by GE. |
| 37 | S&F precast Hume Pipe septic tank of capacity 10 users including necessary excavation and earthwork in any type of strata, diasmantling old damage septic tank etc complete all as specified and directed by Engineer-in-Charge Note :- (i) Septic tank shall be kept minimum 15 cm below GL and shall be laid according to slope of sewage line. (ii) Make and material shall be as approved by GE. |
| 38 | S&F precast Hume Pipe septic tank of capacity 25 users including necessary excavation and earthwork in any type of strata, diasmantling old damage septic tank etc complete all as specified and directed by Engineer-in-Charge Note :- (i) Septic tank shall be kept minimum 15 cm below GL and shall be laid according to slope of sewage line. (ii) Make and material shall be as approved by GE. |
| 39 | S&F precast Hume Pipe septic tank of capacity 50 users including necessary excavation and earthwork in any type of strata, diasmantling old damage septic tank etc complete all as specified and directed by Engineer-in-Charge Note :- (i) Septic tank shall be kept minimum 15 cm below GL and shall be laid according to slope of sewage line. (ii) Make and material shall be as approved by GE. |
| 40 | Cleaning of sewage pipe line (RCC / SGSW) by mechanical means such as Rottary cutter etc incl removal of roots inside the pipe etc, including rodding manually or mechanically from manhole to manhole and removing the waste materials / sludge disposing to a distance n exc 50 m and burying in borrow pits and covering with mud all as directed of any diameter of pipe etc complete all as specified and directed by Engineer-in-Charge Note:- (i) Contractor shall take all Precantionery measures during cleaning of sewage line / septic tanks etc. (ii) Contractor shall provide First Aid box, shoes, hand gloves, mask & required clothing to the workers at site. (iii) It shall be the responsibility of Contractor that if any mishap happens at site, Govt shall not be liable to pay any type of compensation. |
| 41 | Cleaning/desludging of existing septic tank of any capacity/sump well of any dia and depth incl taking out sludge in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc, cleaning the premises using chlorine powder etc complete all as specified and directed by Engineer-in-Charge |
| 42 | Cleaning/desludging and thoroghly cleaning of septic tanks/sump well of any dia and depth incl taking out sludge in any form and other foreign matter etc viz sediment, sand, ash, grease, fibre, silt, roots or vegetation etc by mechanical sucking machiine, taking the same out of md land and closing the cover slabs properly after cleaning the premises and cleaning walls of the tanks using chlorine powder etc. complete all as specified and as diected by the Engineer-in-Charge. |
| 43 | S&F in repairs vitreous China white squatting pan, Orissa pattern of size 580 X 440 mm width with integral foot rest set in cement concrete including flush pipe and connecting to trap / flushing cistern etc complete all as specified and directed by Engineer-in-Charge. |
| 44 | S&F in repairs vitreous china wash down water closet (Pedestal pattern) white (excluding fixing bolts, flushing cistern and flush pipe) including fixing bolts with and including plastic water closet seat cover closed pattern with flat bottom and cover and MSCP almn hinges device etc complete all as specified and directed by Engineer-in-Charge connecting to 'P' or 'S' trap etc complete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F in repairs PVC (SWR) 110mm bore (dia) soil, waste and vent Pipe, (ISI Marked), in any length with rubber ring Joints fixed to wall with necessary stay clamps etc complete all as specifed and directed. |
| 46 | S&F in repairs PVC (SWR) 110mm bore (dia) soil, waste and vent Pipe, (ISI Marked), in any length with rubber ring Joints laid in trenches/floor etc complete all as specifed and directed. |
| 47 | S&F in repairs PVC (SWR) 75mm bore (dia) soil, waste and vent Pipe, (ISI Marked), in any length with rubber ring Joints fixed to wall with necessary stay clamps etc complete all as specifed and directed. |
| 48 | S&F in repairs PVC (SWR) 75mm bore (dia) soil, waste and vent Pipe, (ISI Marked), in any length with rubber ring Joints laid in trenches/floor etc complete all as specifed and directed. |
| 49 | S&F of 110mm bore PVC (SWR) bends any radius |
| 50 | S&F of 75 mm bore PVC (SWR) bends any radius |
| 51 | S&F of 110mm bore PVC (SWR) branch piece single (single Y) equal or unequal |
| 52 | S&F of 110 mm bore PVC (SWR) bends with access door |
| 53 | S&F of 75 mm bore PVC (SWR) bends with access door Please Enable Macros to View BoQ information |
