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| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, sewage line, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in Soft /Loose of soil complete all as specified and directed by the Engr-in-Charge.NOTE :-(i) Any existing structure like Road/Hardstanding/Interlocking/PCC/Plinth protection /any type pathway etc are damaged/effected during the constrction/ laying of sewage pipe line. It has been repaired/constructed as per existing standard with required material/items by the Contractor. Unit rate for the same shall be included in this item |
| 2 | Description same as per item No 1 above, but exceeding 1.50M and not exceeding 3.00M in depth and getting out in any type of soil soil/any existing road crossing /PCC /Interlocking complete all as specified and directed. |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or sewage line, drain under the roads/path/hardstnading/ heavy duty road crossing (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 105 m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 250 m complete all as specified and directed by the Engr-in-Charge. |
| 4 | Demolition and breaking up drain pipes (Salt glazed ware, AC ,PVC or Reinforced concrete) set in cement mortar including packing under and haunching against side of pipe for 200mm internal dia complete all as specified and directed. |
| 5 | Demolition and breaking up drain pipes (Salt glazed ware, AC ,PVC or Reinforced concrete) set in cement mortar including packing under and haunching against side of pipe for 150 mm internal dia complete all as specified and directed. |
| 6 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 200 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. |
| 7 | M&L for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement mortar 1:4:8 type D2 using 40mm graded stone aggregate for 150 mm internal dia of pipe complete all as specified and directed by the Engr-in-Charge. |
| 8 | Supply & laying, jointing and testing for 200mm internal dia of reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | Supply & laying, jointing and testing for 150 mm internal dia of reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Supplying, laying, jointing and testing salt glazed stone ware drain pipe 200mm dia grade ‘A’ laid in trenches and jointed in cement mortar 1:1 complete all as specified and as directed. |
| 11 | Supplying, laying, jointing and testing salt glazed stone ware drain pipe 150mm dia grade ‘A’ laid in trenches and jointed in cement mortar 1:1 complete all as specified and as directed. |
| 12 | Cutting of RCC PIPE for 200 mm internal dia drain pipe in position including jointing socket ends of new pipe to same with packed spun yarn and jointed with cement mortar 1:1 complete all as specified and as directed |
| 13 | Cutting of RCC PIPE for 150 mm internal dia drain pipe in position including jointing socket ends of new pipe to same with packed spun yarn and jointed with cement mortar 1:1 complete all as specified and as directed |
| 14 | Desludging and dewatering of existing septic tank, soak wells of any description and depth including removing and refixing of sewer appurtenance required for safe disposal of sludge sullage and foreign materilas by mechanical means using hydraulic operated high pressure suction cum jetting sewer cleaning machine having jetting tank capacity of minimum 5000Ltr and suction tank capacity of 300ltrs including skilled driver and operator and supervising Engineer including provision of water for jetting and removal of sludge/slit/liquid/mud and sand (in foul position) etc outside the MoD land/ premises at any distance and it should be disposed off at such place which is not determinated to public health including loading, unloading, digging out pit of any size in any type of soil, burring sludge/silt/spoil/mud etc. into the pit and spreying bleaching powder over the entire surface complete all as specified and as directed. |
| 15 | Surface dressing n.exc 15cm deep including cleaning away grass vegetation saplings shrubs , bush wood, under growth roots and trees not exc 30cm girth including disposal of spoils , in soft /loose soil,complete all as specified and directed. |
| 16 | Demolition of brick work or stone masonary built in cement mortar as any place inclduing drain, mahholes, septic tank and sock well complete all as specified and directed. |
| 17 | M&L Brickwork with fly ash Modular bricks in cement mortar, straight or curved on plan exc 6m mean radius, built in built cement mortar 1:4 in complete all as specified and as directed |
| 18 | M&L brick work with sub class 'B'brick straight or curved on plan exc 6m mean radius built cement mortar 1:4 but except bricks (Brick shall be obtained from demoltion and cleaning of old bricks etc) complete all as specified and as directed |
| 19 | M&L for cement concrete type C2 (1:3:6) (using 40mm graded stone aggregate) in surface channels, drains and manholes foundation etc 1:4 complete all as specified and as directed |
| 20 | M&L for rendering 15mm thick on fair faces of wall even and smooth finish without using extra cement on conc/brick surfaces in CM 1:6, complete all as specified and as directed |
| 21 | M&L for three coat of white wash on newly plastered surface on wall and curing preparation of surface all as specified and directed by the Engr-in-Charge. |
| 22 | Demolation of reinforced concrete of any description and in any position complete all as specified and directed by the Engr-in-Charge. |
| 23 | M&L for precast cement concrete 1:2:4 type B1 (using 20mm graded stone agg) in landings, cover slabs for man holes etc set in cement mortar 1:6 chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces including necessary formwork complete all as specified and directed by the Engr-in-Charge. |
| 24 | S&F TMT Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engr-in-Charge. |
| 25 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm in excavated approved earth into trenches around pipe etc complete all as specified and directed by the Engr-in-Charge. |
| 26 | Removing excavated material soils n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by the Engr-in-Charge. |
| 27 | Taking down existing AC/PVC rain water/ sewage line/waste pipe from wall or floor complete all as specified and directed by the Engr-in-Charge. |
| 28 | S &F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors and complete all as specified and directed. |
| 29 | S &F of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors or wall and complete all as specified and directed. |
| 30 | S &F of 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to wall and complete all as specified and directed. |
| 31 | S &F of 75mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints lfixed to wall and complete all as specified and directed. |
| 32 | S&F PVC (SWR) bends any radius 110mm bore complete all as specified and as directed. |
| 33 | S&F PVC (SWR) bends any radius 75mm bore complete all as specified and as directed. |
| 34 | S&F PVC (SWR) junction single, (single T) equal or unequal 75mm bore with access door complete all as specified and as directed. |
| 35 | S&F PVC (SWR) junction single, (single T) equal or unequal 110mm bore with access door complete all as specified and as directed. |
| 36 | S&F PVC (SWR) vent cowl 110mm bore complete all as specified and as directed. |
| 37 | S&F PVC (SWR) vent cowl 75 mm bore complete all as specified and as directed. |
| 38 | S&F PVC (SWR) branch piece, single (single Y) equal or unequal 110mm bore |
| 39 | S&F PVC (SWR) branch piece, single (single Y) equal or unequal 75 mm bore complete all as specified and as directed. |
| 40 | M & L PVC (SWR) gully trap 125 /100 plain with grating incl. jointing with solvent cement as in repair complete all as specified and as directed by engineer in charge . |
| 41 | M & L 75 mm dia of out let PVC (SWR) floor trap plain with cp grating incl. jointing with solvent cement as in repair complete all as specified and as directed by engineer in charge . |
| 42 | S&F in repair stack clamps out of 50mmx 5 mm flat iron and 16 mm dia round iron stamp including bolts and nuts and securing ends of stays to walls or roof for 100 mm pipe, complete all as specified and directed. |
| 43 | Ditto as per above item but 75 mm bore pipe complete all as specified and as directed. |
| 44 | M&L vitreous china squatting pan, orissa pattern sise 580x440mm white with integral foot rest (excluding flushing cistern) including vitreous china ‘P’ or ‘S’ traps connection to trap and to flushing pipe to complete fixed in repairs and making good to floor complete all as specified and as directed. |
| 45 | M & L PCC 1:2: 4 type B-1 using 20 mm graded store aggregate as in surface channel, drains etc including use and waste of form work where necessary complete all as specified and as directed. |
| 46 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using forms, moulds, mitred/stopped ends etc. complete all as specified and as directed. |
| 47 | M & L PCC 1:3:6 type C-1 using 20 mm graded store aggregate as in coping/surface channel /drains complete all as specified and as directed. |
| 48 | S&F Stone slab any size on manhole,drain etc complete all as specified and as directed by EIC. |
| 49 | M&L M20 (1:1.5:3) 20mm graded aggregates for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like etc complete all as specified and as directed by EIC. |
| 50 | Removing roots of plants from roof surroundin plateform of water tank by grubbing up tree trunk including cutting of trunk portion protruding over ground , digging out roots and making good disturbed surface with PCC 1:2:4 type B0 including maaking all necessery arrangements of scafolding and ladder etc as required at site complete all as specified and directed. |
| 51 | Taking out carefully precast RCC cover slab of septic tank, taking out scum/sludge incl foul water in a closed container and deposit in an earthen pit of sufficient size and depth in any type of soil within the defence land where directed to a distance exc 250m and n exc 500m and returning of scum/sludge, claning the inspection pit, sludge chamber inlet and outlet pipe , cleaning the MS rungs and also applying one coat of linseed oil complete for septic tank of capacity 25 users to 200 users including cleaning of septic tank with fresh water complete all as specified and as directed by Engineer-in-charge. |
| 52 | Demolition of cement concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 53 | Dismantiling of stone slabs and tiles (Kota stone etc.) of any discription or any thickness in floors, aprons, skirting, dado, pcc tiles at roof etc. laid bedded and pointed in any mortar complete all as specified and directed. |
| 54 | M&L for PCC 1:4:8 type D2 (using 40mm graded stone agg) as in foundation filling and mass concrete, sub base and complete all as specified and directed by the Engr-in-Charge. |
| 55 | M&L for 75mm thick PCC 1:2:4 type B-1 using 20mm graded stone aggregates as in plinth protection surface finished even & smooth using extra cement providing with construction joints 10 x 20 mm filled with bitumen and sand mortar 1:3 complete all as specified and directed. |
| 56 | M&L for 50mm thick cement concrete type B2 1:2:4 (40mm graded aggregate) as in floor/hardstanding finished even ans smooth without using extra cement complete all as specified and directed by the Engr-in-Charge. |
| 57 | M&L, sand cushioing to under concrete interlocking paver block including watering & consolidation complete all as specified and as directed. |
| 58 | M&L 60 mm thick machine pressed rubber moulded coloured precast concrete interlocking paver block any shape & size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with grey/white cement & pigment complete all as specified and directed. |
| 59 | S&F rolled section as in main and cross beams, hip and jack rafters, purlins where connected to common rafters and running rails and guides for sliding doors fixed with angle cleats or other connecting plates confirming to Fe-290 ( Gde E-165) complete all as specified and directed |
| 60 | Cleaning of chocked/blocked sewage lines of 150 mm bore of pipe by collecting loose sedimented sand, frill, ash, sludge water, rags, fibers or vegetation in manholes incl disposal within the defence land, where directed to a distance exc 250 m and n.exc. 500m and as directed. |
| 61 | Cleaning of chocked/blocked sewage lines of 200 mm bore of pipe by collecting loose sedimented sand, frill, ash, sludge water, rags, fibers or vegetation in manholes incl disposal within the defence land, where directed to a distance exc 100m and n.exc. 500m and as directed. |
| 62 | Opening , Removing and cleaning of blockage from Nahani trap/Floor trap/P or S trap of WC, Gully trap and 100MM/75 mm dia CI/SWG pipe line up to first man hole by using DRAINEX Powder of KIWI ( 50 gm pack ) one pack in each Loacation and making sewage system/waste water line functional perfectly etc complete all as directed. Note : Cost of drainex powder ( One pack of 50 gm for each location ) deemed to be included in the nuit rate quoted by the tenderer. |
