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| 1 | Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc out side of MoD land complete all as specified and directed by Engineer-in-charge. |
| 2 | (a) 10 Users |
| 3 | (b) 50 Users |
| 4 | (c) 100 Users |
| 5 | (d) 250 Users |
| 6 | Cleaning of choked sewage line 150 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified and directed by Engineer-in-charge. Note: choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips. |
| 7 | Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side of MoD land complete all as specified and directed by Engineer-in-charge. |
| 8 | Cleaning or manholes exc 1.5m deep by means of removing the silt, sludge, etc out side of MoD land & bailing out foul water complete by mechanically means and covering of the same with soil, not less than 30 cm thick layer and making good all excavated site as required complete all as specified and directed by Engineer-in-charge. |
| 9 | Cleaning of floor trap in any size means of removing the silt, sludge & cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 10 | Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 11 | Blockage of WC, EWC in any type floor means of removing the silt, sludge, & cleaning of gully trap if required etc & bailing out water upto 1st manhole chamber complete manually or mechanically and removing the same out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 12 | Blockage of urinal in any type floor means of removing the silt, sludge, etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MoD land complete all as specified and directed by Engineer-in-charge. |
| 13 | Blockage of WHB in any type floor means of removing the silt, sludge,& cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MoD land acomplete all as specified and directed by Engineer-in-charge. |
| 14 | Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site all as specified and directedNote :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately. |
| 15 | Surface dressing around septic tank/filter bed ,soak well within fencing n.exc 15 cm deep in hard/ dense soil including cleaning away all grass, vegitations, saplings, shrubs, bushes, weed under growth, roots, trees n.exc 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as specified and directed by Engineer-in-charge. |
| 16 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for an removing the debries outside from MoD land complete all as specified and directed by Engineer-in-charge. |
| 17 | M & L for PCC 1:4:8, type D-2 (using 40mm graded trap stone aggregate) as in foundation, (For Man holes, septic tank etc) complete all as specified and directed by Engineer-in-charge. |
| 18 | M & L for Cement concrete (1:2:4), type B-1 (using 20mm graded crushed stone aggregate) as in benching and forming channel inside manholes for section of pipe 100mm, 150mm or 200mm including finished smooth and even using extra cement complete all as specified and as directed by Enginneer in charge. |
| 19 | Extra for forming fair finished channel or drain 30cm inner girth in cement concrete using extra cement including mitred/stopped ends, forms mould etc, complete all as specified and as directed by Enginneer in charge |
| 20 | Demolition of stone masonry/block masonry including coping built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by Enginneer in charge |
| 21 | M & L Precast Cement concrete block masonry with solid blocks,exc 10 cm in width and setting in cement mortar 1:6, complete type C1, 1:3:6 (using 20 mm graded aggregate ) complete all as specified and as directed by Engineer-in-Charge. |
| 22 | All as per item No 17 above but except Block. |
| 23 | M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) including Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses etc complete all as specified and directed by Engineer-in-Charge. |
| 24 | Description all as per item No. 19.00 above but except stone complete all as specified and directed by Engineer-in-Charge.Note :- Serviceable stone obtained from demolition shall be used. |
| 25 | M & L for raised pointing to random or polygonal rubbel, uncoursed or brought upto course in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 26 | M & L for AAC (Autoclaved Aerated Concrete) Blocks of size 600mm X 200 mmx200mm, light weight, factory made joint with 3-5mm thick block jointing mortar/ polymer modified cementitious adhesive for thin bed application (3-5mm thick) complete all as specified and directed by Engineer-in-Charge. |
| 27 | Taking down cement plaster in cement or cement lime mortar on brick or concrete walls etc. including raking out joints, hacking for key, scrubbing down with water etc, Including removal of debries out side of MoD land complete all as specified and directed by Engineer-in-Charge. |
| 28 | M&L for rendering 15 mm thick on stone, block masonry or concrete surfaces in cement mortar (1:4) including liquid water proofing compound and finished even & smooth without using extra cement complete all as specified & directed by Engineer-in-charge Note :-Supply only water proofing compound shall be measured and paid separately. |
| 29 | Supply only of liquid water proofing compound complete all as specified and directed by Engineer-in-Charge. |
| 30 | Material & Labour for 75 mm thick sand stone slabs as in drain covers,cover stone templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in lime mortar 1:2 or cement mortar 1:4 i ncluding Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 31 | S&F in repair 1000 x 1000 mm rectangular Heavy Duty Composite FRP (Fibre reinforced polymer) manhole covers with frame for inspection chamber / manhole and other required places including fix to floor with cement concrete complete all as specified and directed by Engineer-in-Charge. |
| 32 | M & L for Jodhpur stone roof slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, hoisted and set, jointed and grouted in cement mortar 1:3 including Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-Charge. |
| 33 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (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 oridanary rock and disposal of surplus excavated soil as directed, within a lead of 50 m. complete all as specified and directed by Engineer-in-Charge. |
| 34 | Removing excavated material to a distance exc 50m but n.exc 100 m and depositing where directed at a level n.exc 1.50m from starting point complete all as specified and as directed by Enginneer in charge. |
| 35 | Returning filling in including spreading leveling and well ramming in layers n.exc 25 cm thick complete all as specified and as directed by Enginneer in charge. |
| 36 | M & L Cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 150 mm Bore dia including demolition of concrete of any description and breaking of pipe complete all as specified and directed by Engineer in charge |
| 37 | M & L Cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone agg) as in bed to drain pipe including packing under and haunching against the sides of pipes after they are laid and tested for 200 mm Bore dia including demolition of concrete of any description and breaking of pipe complete all as specified and directed by Engineer in charge |
| 38 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 150 mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 39 | S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 200 mm dia pipe complete all as specified and directed by Engineer-in-Charge. |
| 40 | Taking down eaves gutters and rainwater pipes (any type or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and directed by Engineer-in-Charge. |
| 41 | S & F PVC (SWR) 110 mm bore pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge. |
| 42 | S & F PVC (SWR) 110 mm bore pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 43 | S & F in epair PVC (SWR) 110mm bends any radius complete all as specified and directed by Engineer-in-Charge. |
| 44 | S&F in repair PVC (SWR) vent cowl 110mm dia complete all as specified and directed by Engineer-in-Charge. |
| 45 | S&F in repair PVC (SWR) 110mm dia in junction single, (Single T) equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 46 | S & F in repair stack clamps out of 50 mm by 5 mm PVC and 16mm dia round iron stays for fixing 110mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed by Engineer-in-Charge. |
| 47 | S & F in repair PVC (SWR) 75 mm bore pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge. |
| 48 | S & F in repair PVC (SWR) 75 mm bore pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed by Engineer-in-Charge. |
| 49 | S & F in repair PVC (SWR) 75mm bends any radius complete all as specified and directed by Engineer-in-Charge. |
| 50 | S&F in repair PVC (SWR) 75mm dia in junction single, (Single T) equal or unequal complete all as specified and directed by Engineer-in-Charge. |
| 51 | S & F in repair PVC (SWR) multi floor trap 75 mm with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge. |
| 52 | S & F in repair stack clamps out of 50 mm by 5 mm PVC and 16mm dia round pvc stays for fixing 75mm dia PVC pipe, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed by Engineer-in-Charge. |
| 53 | S & F in repair Stainless steel grating 100mm size rounded for floor trap fixed in position complete all as specified and directed by Engineer-in-Charge. |
| 54 | M&L for in repair PVC (SWR) gully trap of 125/100mm setting and jointing with slovent cement complete all as specified and directed by Engineer-in-Charge. |
| 55 | Demolition of cement Concrete in ground floors and pavings n exceeding 15 cm thickness (below or above ground level) removing the debries out side from MoD land complete all as specified and directed by Engineer-in-Charge. |
| 56 | M&L for cement concrete 1:4:8, type D-2, using 40 mm graded stone aggregate, as in Sub base for floor complete all as specified and directed by Engineer-in-Charge. |
| 57 | M&L for 75mm thick PCC 1:3:6 type B2 (using 40mm graded agg) as in floor incl finishing even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 58 | S & F for rubber moulded Chequered cement concrete tiles 300mmX300mm X25mm thk with grey cement and pigments, set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 59 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premise complete all as specified and directed by Engineer-in-Charge. |
| 60 | Material & Labour for ceramic out door tiles 400mx400mx10mmm thick digital design set, jointed and pointed in neat cement slurry as in floors with grey cement over & including over screed bed or bedding layer of mortar 15 mm thick Cement Mortar 1:6 . Note : Work will be in patches or in bulk |
| 61 | M & L for Machine pressed precast concrete rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-25 Grade with grey cement and pigment laid over and including 25mm thick sand cushioning complete all as specified & directed by Engineer-in-charge. Note :- (i) Pattern of interlocking tile to be rubber moulded or equivalent as approved by GE. (ii) Rate quoted by the contractor shall deemed inclusive of PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) packing and finished even and fair to the sides of pavement. |
| 62 | M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified and directed by Engineer-in-Charge. |
| 63 | M & L for 25mm thk PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in subbase of floors & finishing the surface even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. |
| 64 | M&L Non-skid ceramic colour tiles (premium/special quality) 7 to 8 mm thick , (square/rectangular), area of each tiles 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 with the colour of the tiles over and including 15 mm thick screed bed in cement sand mortar 1:6 including dismanthing floor/hearth or wall tilling including cement mortar bedding but not backing removing serviceable tiles to store and rubbish off premises complete all as specified and directed by Engineer-in-Charge. |
| 65 | M&L Glazed ceramic colour tiles of size 450 x 300 x 7mm thick (premium/special quality) in vertical wall etc set and jointed with neat cement slurry and pointed in white or colour cement to match with the colour of tile over and including 10 mm thick backing course in cement sand mortar 1:4 including dismanthing floor/hearth or wall tilling including cement mortar bedding but not backing removing serviceable tiles to store and rubbish off premises complete all as specified and directed by Engineer-in-Charge. |
| 66 | S&F in repair European type water closet including CI P/S trap as directed including connection to drain (or out going pipe) and to flushing pipe, antisyphonagee pipe,etc.,with flush pipe PVC 32mm dia and incl. plastic seat cover as recommended by manufacturer closed pattern with flat bottom etc; and incl all necessary accessories like rag bolts/gel gasket etc as recommended by manufacturer for fixing, packing and including supply and fix of PVC long arm P/S trap so that joint is avoided inside the building as well as in wall and outlet straight away come out of wall in all floors G.F.and taking down existing of any description/size complete all as specified and directed by Engineer-in-Charge. |
| 67 | S&F in repair vitreous china squatting pan orissa pattern complete of size 580 x 440 mm white with intagral foot rest and making good to the floor complete fixed complete all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
