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| 1 | Demolition and breaking up drain pipes (salt glazed ware orAC or reinforced concrete) 150 mm set in cement mortar complete all as specifiedand directed by Engineer-in-Charge. (Excavation work will be measured and paid seprately) |
| 2 | Supply and fixing salt glazed stone waredrain pipes150mm dia laidintrenchesand jointedcomplete all as specifiedand directed by Engineer-in-Charge. |
| 3 | Material and labour for cement concrete(1:3:6)type C-2 to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested for 150 mm diabore of pipe complete all as specifiedand directed by Engineer-in-Charge. |
| 4 | Material and labour HDPE DWC ( double wall corrugated ) pipe confirming to IS-16098 of 152 & 180mm internal and external dia respectively. Presure rating SN-8 fixed with rubber seal and copler required with and including suitable bends 90/60/45 ddegree etc single Y junction complete as required fixed as per manufacture instruction ,laid in trenches for sewage linecomplete all as specifiedand directed by Engineer-in-Charge.Note- Rates included for pipe,bends any size,type Y junctions copler/ adoptor etc required and net total length of pipe with fittings shall be measured for payment purpose |
| 5 | Cement concrete in surface channels and drains in cement concrete 1:3:6 type C1 (20 mm graded crushed stone aggregate) finised even and smooth using extra cement complete all as specifiedand directed by Engineer-in-Charge. |
| 6 | Cutting into existing manholes for connecting new drain, making good to pipe, rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for pipe for internal dia 150 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 7 | Cutting in to existing manholes for removing existing branch drain making good in walling and rendering cutting out branch and making good benching for pipe for internal dia 150 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 8 | Cleaning of sewer lines of various sizes by rodding from manhole to manholes 150mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | Cleaning of sewer lines of various sizes by rodding from manhole to manholes 100mm dia complete all as specified and as directed by the Engineer-in-Charge. |
| 10 | Cleaning of manholes n exc 1m deep complete all as specified and as directed by the Engineer-in-Charge. |
| 11 | Cleaning of manholes exc 1m deep complete all as specified and as directed by the Engineer-in-Charge. |
| 12 | Desluding and cleaning of septic tank/manholes of various capacity and sizes and burying the sludge in a pit waste materials in borrow pits or suitable site & covering the same by spreading earth & spreading bleaching powder on it (The rates includes for making borrow pits with in 100mtr & removing, surplus soil upto 50mtr distance) complete all as specified and as directed by the Engineer-in-Charge |
| 13 | Material and labour PCC Type D-2 (1:4:8) as (using 40mm graded crushed stone aggregate) grain foundations, filling and mass concrete complete all as specifiedand directed by Engineer-in-Charge. |
| 14 | Demolition of concrete of any description and in any position not otherwse specifically provided complete all as specifiedand directed by Engineer-in-Charge. |
| 15 | Material and labour for PCC 1:3:6 Type C2(using 40 mm graded crushed stone aggregate) as in wall or retaining wall, any thickness, size or shape including pilasters buttresses columns, pillars boundary pillars andposts (including caps and bases) complete all as spefcified and as directed by the Engineer-in-Charge. |
| 16 | Material and labour for formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses etc, verical or to batter, work in rough finished flat surfaces of concrete complete all as specified and as directed by the Engneer-in-Charge. |
| 17 | Exacavation over areas n exc 1.5 m deep and getting out hard/dense soil manually from low lying area which is inaccessible by road complete all as specified and directed by engineer in charge. |
| 18 | Exacavation over areasexc 1.5 m deep and getting out hard/dense soil fromlow lying area which is inaccessible by road complete all as specified and directed by engineer in charge. |
| 19 | Removal of excavated material manually from low lying area to a distance exc. 1.50 km but n exc. 5km and depositing complete all as specifiedand directed by Engineer-in-Charge. |
| 20 | Excavation in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth for sewage pipe line not exceeding 10 Sqm on plan for man holes andgetting out in hard/dense soil complete all as specifiedand directed by Engineer-in-Charge. |
| 21 | Excavation in trenches, not exceeding 1.5 m wide andexceeding 1.5 m but not exc 3.0m in depth getting out in hard/dense soil complete all as specifiedand directed by Engineer-in-Charge. |
| 22 | Returning, filling in including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick complete all as specifiedand directed by Engineer-in-Charge. |
| 23 | Removal of excavated and demolished material to a distance exc. 1.50 km but n exc. 5km and depositing complete all as specifiedand directed by Engineer-in-Charge. |
| 24 | Demolition of reinforced cement concrete n.exc 15 cm thickness complete all as specifiedand directed by Engineer-in-Charge. |
| 25 | Pre-cast reinforced cement conc. 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slab and the likes and set in cement mortar 1:4complete including necessary form work anddemolition of existing cover slabs reinforcement cut as required to facilitate demolition complete all as specifiedand directed by Engineer-in-Charge. |
| 26 | Material and labour Fe 410-w(Gde E 250)quality B MS plates plain or chequered square cut or notched forming holes drilled or welded any thickness complete all as specifiedand directed by Engineer-in-Charge. |
| 27 | Dismantling cast iron of mild steel work of any description not otherwise provided forcomplete all as specifiedand directed by Engineer-in-Charge. |
| 28 | Supply and fixing 100 mm dia cast iron sand cast pipe waste or vent pipe in any length with or without ears with cement joints laid in tranches complete all as specifiedand directed by Engineer-in-Charge. |
| 29 | Supply and fixing 100 mm dia cast iron sand cast pipe waste or vent pipe in any length with or without ears with lead joint fixed to wall complete all as specifiedand directed by Engineer-in-Charge. |
| 30 | As per Item No 29 but 75 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 31 | Supply and fixing 100 mm bore of pipe cast iron bends (any radius) diminishing pieces or traper (larger bore measured) complete all as specifiedand directed by Engineer-in-Charge. |
| 32 | As per Item No 31 but 75 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 33 | Supply and fixing 100 mm branch pieces, single (equal or unequal)ordinary or inverted (spigot or socket type) or with parallel branches with oval access doors complete all as specifiedand directed by Engineer-in-Charge. |
| 34 | As per Item No 33 but 75 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 35 | Material and labour for cast ion 100mm dia floor trap, with grating including jointing to waste pipe fixed in cement concrete Type B-1 (1:2:4),including dismentlinng/ removing old floor trap allas specified and as directed by the Engineer-in-Charge |
| 36 | As per Item No 35 but 75 mm complete all as specifiedand directed by Engineer-in-Charge. |
| 37 | Material and labour 100mm CI heel rest bend (any radius) complete all as specified and as directed by the Engineer-in-Charge |
| 38 | Dismantling wrought iron of mild steel work of any description not otherwise provided forcomplete all as specifiedand directed by Engineer-in-Charge. |
| 39 | Mild steel work conforming to Fe 290 GdeE-165 as in angle iron posts with swan neck (horn) and struts fencing including cutting tops to shape also directed drilling holes notching for wire etc necessary drilling bolting as welding / riveting etc complete all as specifiedand directed by Engineer-in-Charge. |
| 40 | Material and labour for preparation of new steel surfaces and applying two coats of synthetic enamal paint over one coat of red oxide primer complete. |
| 41 | Material and labour in repairs galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, complete all as specifiedand directed by Engineer-in-Charge. |
| 42 | Restraining and resecuring including making good staples etc. as in galvanised, 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specifiedand directed by Engineer-in-Charge. |
| 43 | Dismantling fencing wire mesh, any type complete all as specifiedand directed by Engineer-in-Charge. |
| 44 | Supply and fixing 4 mm dia galvanised steel wire 150x100 mm mesh, made up into mattresses or cages, lapped, wired and laid in position, including closing after fitting complete all as specifiedand directed by Engineer-in-Charge. |
| 45 | Supply and fixing 16 mm dia round bar fixed to chain link fencing complete all as specifiedand directed by Engineer-in-Charge. |
| 46 | Supply and fixing in repair barbed rozer tape concertina coil SG hot galvanised spring tensile wier manufactured by make as approve by GE of UTS 145 to150 Kg/mm2 and dia of coil when stretched 610 mm having minimum number of circles 10/RM,minimum number of clips 25/RM and minimum weight of coil 1.625 Kg/RM hot dip galvanised complete all as specifiedand directed by Engineer-in-Charge. |
| 47 | Demolition ofBrickwork or Stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and as directed by the Engineer-in-Charge. |
| 48 | Material and labour TMT bars 8 mm 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 Engineer-in-Charge. |
| 49 | Material and labour for brickwork with subclass `B` bricks, in straight or curved on plan exc 6m mean radius, built in Cement mortar1:4 complete all as specified and as directed by the Engineer-in-Charge. |
| 50 | All as per item No.49 above but except brick, complete all as specified and directed by Engineer-in-Charge. |
| 51 | Extra for forming fair finished drain or drain channel 30 cm inner girth in cement concrete using extra cement forms moulds mitred stopped ends etc complete all as specifiedand directed by Engineer-in-Charge. |
| 52 | All as per item no 51 but add or deduct for each 25mm girth or part thereof over or under 30cm ditto completeall as specifiedand directed by Engineer-in-Charge. |
| 53 | Material and labour for PCC 1:2:4, B-1 using 20 mm graded crushed stone aggregate as in benching or coping including formwork complete all as specifiedand directed by Engineer-in-Charge. |
| 54 | Material and labour for rendering 15mm thick in Cement mortar 1:4 on brick surface finished even and smooth without using extra cement complete all as specifiedand directed by Engineer-in-Charge. |
| 55 | Material and labour for walling of random rubble, uncoursed well bounded, bedded solidly hearted built in Cement mortar 1:4.complete all as specifiedand directed by Engineer-in-Charge. |
| 56 | Supply and fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenchesor in floors complete all as specifiedand directed by Engineer-in-Charge. |
| 57 | Supply and fixing 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenchesor in floors complete all as specifiedand directed by Engineer-in-Charge. |
| 58 | Supply and fixing 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specifiedand directed by Engineer-in-Charge. |
| 59 | Supply and fixing 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall complete all as specifiedand directed by Engineer-in-Charge. |
| 60 | Supply and fixing 75mm PVC cowl complete all as specifiedand directed by Engineer-in-Charge. |
| 61 | Supply and fixing 75 mm PVC SWR bend with acces door complete all as specifiedand directed by Engineer-in-Charge. |
| 62 | Supply and fixing 75mm bore PVC (SWR), branch piece Single T complete all as specifiedand directed by Engineer-in-Charge. |
| 63 | Material and labour PVC Floortrap(dia of outlet 75 mm), with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specifiedand directed by Engineer-in-Charge. |
| 64 | Material and labour PVC (SWR) gully trap 125/110 mm setting and joinih with solvent complete all as specifiedand directed by Engineer-in-Charge. |
| 65 | Supply and fixingPTMT grating doom 100 mm dia with cockroach trap fixed properly to the floor and sealed properly and finished with white cement complete all as specifiedand directed by Engineer-in-Charge. |
| 66 | Supply and fixing 110mm PVC cowl complete all as specifiedand directed by Engineer-in-Charge. |
| 67 | Supply and fixing 110 mm PVC SWR bend with acces door complete all as specifiedand directed by Engineer-in-Charge. |
| 68 | Supply and fixing 110mm bore PVC (SWR), branch piece Single T complete all as specifiedand directed by Engineer-in-Charge. |
| 69 | Providing and laying 60mm thick factory made chemfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footpath, parks, lowns, driver ways or light trafic parking etc.of required strength; thickness & size/shape, made by table vibratory method using PU mould,laid in required colour and petern over and including 50mm thick compected bed of fine sand ,compecting and proper embeding /laying of inter locking paver block into the sand bedding layer through vibratoey compection by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern,finishing and sweeping extra sand complete all as specifiedand directed by Engineer-in-Charge. |
| 70 | Material and labour machine pressed coloured precast concrete interlocking paver block any shape and size conforming to IS 15658-2006, M-40 grade including sand cushioning 50mm thick with watering and consolidationproperly levelled to existing gradient except tile complete all as specified and as directed by Engineer-in-Charge. |
| 71 | Dismantling of floor, hearth or wall tilingtiling including cement mortar bedding( but not backing), removing serviceable tile to store and rubbish of the premises complete all as specifiedand directed by Engineer-in-Charge. |
| 72 | Material and labour for coloured chequered cement concrete tiles 22 to 25mm thick, set jointed and pointed in neat cement slurry in floors, with grey cement and pigment complete all as specified and as directed by the Engineer-in-Charge. |
| 73 | Material and labour for coloured chequered cement concrete tiles 22 to 25mm thick, set jointed and pointed in neat cement slurry in floors, with grey cement and pigment except tile complete all as specified and as directed by the Engineer-in-Charge. |
| 74 | Material and labour screed bed or bedding layer of mortar 15mm thick in cement mortar (1:4) complete all as specifiedand directed by Engineer-in-Charge. |
| 75 | Demolition of concrete in ground floor not exceeding 15cm in thickness below or above ground level including floor finish such as tiles of any thickness and any description etc. complete all as specified and as directed by Engineer in Charge. |
| 76 | Material and labour for 100mm thick PCC 1:2:4 type B-2 (using 40mm graded crushed stone aggregate),spike rolling to surfaces or making impressions of expandedmetal,whilst the concrete is green complete all as specified.as in floors complete all as specifiedand directed by Engineer-in-Charge. |
| 77 | Material and labour for 40mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregate),finishedeven and smooth without using extra cement complete all as specified.as in floors complete all as specifiedand directed by Engineer-in-Charge. |
