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| 1 | De sludging and cleaning of existing manholes ( excluding Ist manhole) of any size and shape exc 0.50 mtr but not exc 1.0 mtr depth by removing all sludge, waste, debris etc from man holes and cleaning with water incl disposing off all sludge, waste , debris etc outside MD land all as specified |
| 2 | De sludging and cleaning of existing manholes ( excluding Ist manhole) of any size and shape exc 1.00 mtr but not exc 1.50 mtr depth by removing all sludge, waste, debris etc from man holes and cleaning with water incl disposing off all sludge, waste , debris etc outside MD land all as specified |
| 3 | De sludging and cleaning of existing manholes ( excluding Ist manhole) of any size and shape exc 1.50 mtr but not exc 2.10 mtr depth by removing all sludge, waste, debris etc from man holes and cleaning with water incl disposing off all sludge, waste , debris etc outside MD land all as specified |
| 4 | Cleaning of existing sewage lines of 100mm dia from manhole to manhole by manual rodding and remove all sludge, waste, debris etc from lineand flushing with clean water complete all as specified and as directed. |
| 5 | Cleaning of existing sewage lines ( beyond 1st manhole) dia of pipe line150mm from manhole to manhole by manual rodding and remove all sludge, waste , debris etc from line. |
| 6 | All as per item No 5 above but dia of line 200mm |
| 7 | Cleaning of Gully traps of any size and any depth up to 1st manhole by removing the material (sludge materials) and placing back the manhole cover in Position complete all as specified and as directed. |
| 8 | Removing of blockage from \"S\" trap/\"P\" trap/ Nahani trap/floor trap by flushing or by sucking by suction pumps at GF/Ist/IInd/ IIIrd floor including cleaning the lineup to 1st manhole complete all as specified and as directed. |
| 9 | Clearing the urinal blockage of any length and dia by rodding and removing the materials (sludge) to a distance not exceeding 50m complete all as specified and as directed. |
| 10 | Cleaning of Septic tanksof 10 to 25 users capacityby dewatering all the water by using sewage sucking tractor/ truck , taking out the sludge/night soil, in order to remove all stacked mud/sludge etc., cleaning the chocked inlets, outlets of septic tanks, removing all the sludge outside MD land, complete all as specified and as directed. |
| 11 | All as per item No 10 above butcapacity of 50 users |
| 12 | All as per item No 10 above butcapacity of 100 users |
| 13 | All as per item No 10 above butcapacity of 150 users |
| 14 | Desilting / cleaning of existing drains in anywidth and depth , condition (including foul conditions) with necessary dewatering and temporary diversion of drain water as requiredand removing sludge / soil, debris etcout of MD land complete all as required. |
| 15 | Excavating in trenches n. exc 1.5m wide and n.exc 1.5m in depth and getting out in hard/dense soil complete all as specified and as directed. |
| 16 | All as per Sl item No 15 here-in-before but depth exc 1.5m and n.exc 3.0m complete all as specified and as directed. |
| 17 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm thick with soils. |
| 18 | Removing Excavated soils exceeding 1.5 KM but not exceeding 5 KM and depositing where directed. |
| 19 | Demolition and breaking 100 mm dia., drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar and disposal ofdebris and rubbish off the site as directed by the Engineer in Charge. |
| 20 | Demolition and breaking 150 mm dia., drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar and disposal ofdebris and rubbish off the site as directed by the Engineer in Charge. |
| 21 | Demolition and breaking 200 mm dia., drain pipes (Salt glazed ware, AC or reinforced concrete set in cement mortar and disposal ofdebris and rubbish off the site as directed by the Engineer in Charge. |
| 22 | M & L for 100mm dia salt glazed stoneware drain pipe of grade \"A\" laid in trenches and jointed in cement mortar (1:2) complete all as specified and as directed |
| 23 | All as per item No 22 above but 150mm dia |
| 24 | All as per item No 22 above but 200mm dia |
| 25 | M & L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 100 mm bore. |
| 26 | M & L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 150 mm bore. |
| 27 | M & L for PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for pipes of 200 mm bore. |
| 28 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc., as directed by the Engineer in Charge. |
| 29 | M & L for Brick work with sub class \"B\" bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar (1:4) including raising height of existing manholescomplete all as specified and as directed. |
| 30 | M & L Brick work with sub class ‘B’ bricks straight or curved on plan exc 6 mtr mean radius using old size brick built in CM 1:6 including raising height of man holes from ground level |
| 31 | Plain Cement Concrete Type B0 1:2:4 (using 12.5 mm graded stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work. |
| 32 | M&L for walling of squre rubble regular coursed, well bonded, bedded and solidly hearted built in CM 1:4 |
| 33 | M&L for walling of squre rubble regular coursed, well bonded, bedded and solidly hearted built in CM 1:6 |
| 34 | All as item No 33 above, but except stones |
| 35 | M & L plainCement Concrete1:4:8 type D-2 (40mm graded aggregate) infoundation filling and mass concrete |
| 36 | M&L PCC 1:2:4 type B-2, using 20mm graded stone aggregate as insurface channels and drains and benching including finishing the top of benching even and smooth with using extra cement |
| 37 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitred/ stopped ends etc. |
| 38 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, where directed and leaving the work clear of any plastering. |
| 39 | M & L for rendering 15mm thick in cement mortar (1:4) on fair faces of brick or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 40 | M & L for rendering 15mm thick in cement mortar (1:6) on fair faces of brick or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed. |
| 41 | M & L for Raised pointing to random rubble masonry coursed or brought up to courses in cement mortar 1:3. |
| 42 | Demolition of reinforced cement concrete in ground floors and pavings, cover slabs not exceeding 15 cm thickness, (Below or above ground level), as directed by the Engineer in Charge. |
| 43 | M&L Precast cement concrete 1:2:4, type B1 (Using 20 mm graded stone aggregate) in landings, bed plates, pintle blocks, anchorage blocks, cover slabs (FOR Manhole & drain ) shelves and similar articles with plain faces and set in cement mortar 1:4 |
| 44 | Mild steel TMTbars10 mm 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 0.9 mm dia., or securing with clips. |
| 45 | Cutting into existing manholes/ septic tank for connecting new drains making good to pipe and 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 150mm bore pipe |
| 46 | All as per item No 45 above but 200 mm bore pipe |
| 47 | Dismantling of cast iron drain pipe of 100mm bore, jointed in CM and taking out of in trenches including excavation where required as directed . |
| 48 | Dismantling of cast iron drain pipe of 75mm bore, jointed in CM and taking out of in trenches includng excavation where required as directed. |
| 49 | S&F 75mm bore cast iron, sand cast soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, laid in trenchescomplete all as specified and directed. |
| 50 | S&F 100mm bore cast iron, sand cast soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, laid in trenchescomplete all as specified and directed. |
| 51 | S&F 100mm bore cast iron, sand cast soil, waste & vent pipe (ISI marked), in any length with or without ears fixed with cement joints, fixed on walls complete all as specified and directed. |
| 52 | S & Fcast iron soil, waste and vent pipes, in any length with or without ears with cement joints, fixed to wall, 75mm bore sand cast pipe |
| 53 | S&F as in repair100mm bore cast iron branch piece, single ( equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door |
| 54 | S&F as in repair100mm bore cast iron bends ( any radius) |
| 55 | S&F in repairCI cowl 100mm bore fixed to CI pipe complete all as specified and directed. |
| 56 | S&F in repairSGSW gully trap square or round mouthed type \"P\" of size 150mm x 150mm with CI grating including raising upto plinth protection with PCC 1:2:4 type B-1, and covered with stone slab complete |
| 57 | S&F as in repair75mm bore cast iron branch piece, single ( equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches with oval access door |
| 58 | S&F as in repair75mm bore cast iron bends ( any radius) |
| 59 | M&L making arrangement for bypass to nearest manhole or line to keep sewage flow continuousproviding required necessary T&P such as protable pump set, flexible hose pipe etc all as required at pump set, flexible hose pipe etcupto 60 meter distance distance. ( Each Jobi.e 24 hours ) |
| 60 | Cleaning ofSOAK WELLof any size and depthusing mechanical pumps diesel driven with fuel, operator and necessary excavation on half buried soil and disposed off soak well water etc in pits including necessary excavation and earth work for pits etc in soft/ loose soil complete all as specified |
| 61 | M&L for cleaning of blockage of 150mm dia of pipe between two manhole by breaking/ puncher of SWG pipe and replaced one to two new pipe length including jointed , execavation in any depth , returning filling and removing excess soil all as specified.Note:-Pipe shall be measured and paid seperatly |
| 62 | All as per item No 61 above but 200mm dia of pipe |
| 63 | S&Fin repair vitreous china squatting pan (Orissa pattern) water closet (white) size 580mm x 440mm with integral foot rests ( excluding flushing cistern and flush pipe ) complete including connection to trap and flushing pipe antisyphonage pipe etc |
| 64 | S&F in repair vitreous china water closet Indian type 580mm long pan white with \"P\" or \"S\" trap front or back inlet footrest including provn of cement concrete bedding including connections to flushing cistern / pipe and making good disturbed portion to match with existing surface complete all as directed. |
| 65 | M&L for welding of existing damage / broken hinges, handle, frame and any other parts of gate, rolling shutters, fencing , posts etc to achieve smooth function complete all as specified |
| 66 | M&L Rendering 20 mm thick on stone masonary surfaces or otherthan fair faces of brick work in cement mortar 1:4 andfinished even and fair without using extra cement complete . |
| 67 | M&L Rendering 20 mm thick on stone masonary surfaces or otherthan fair faces of brick work in cement mortar 1:6 andfinished even and smooth without using extra cement.complete all as specified |
| 68 | Raking out joints to square rubble mas, coursed or uncoursed and M & L for Raised pointing in CM 1:3 |
| 69 | M&L broken glass coping 25mm thick in CM 1:3 on top of wall including demolition of old coping complete all as specified and as directed. |
| 70 | Cleaning of drains by excavating of the filled dry earth.Vegetation and all foreign material average width 45 cmto 75 cm and any depth and removing the excavated material to a distance exc. 50m and not exc. 250m complete all as directed. |
| 71 | Taking down carefully iron gate area exc 1.5 Sqm but not exc 4 Sqm, carried out greasing, change of damage parts welding where required, repairs to any type of hinges, locking device etc and refixing the same complete all as directed |
| 72 | All as per item No 71 above but area exc 4 Sqm but not exc 6 Sqm |
| 73 | Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers n.exc 25cm, watering, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/ loose soil. |
| 74 | S&Fmild steel work such as angle iron in posts & struts in fencing including cutting tops to shapehand rail straight portion , drilled and contersunk for balusters , nosing to steps, struts in fencing including cutting tops to shape as directed , drilling holes, notching for wire etc flat iron fillets ( for securing chain link fencing ) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 including dismantling old steel work complete all as specified and directed. |
| 75 | M & L for dismantling of Chain link fencing of any thickness complete all as directed. |
| 76 | Supply onlychain link fencing of any type n exc 3.0 kg per Sqm including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. |
| 77 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standard , rails, straining bolts, etc incl provision of binding wire |
| 78 | M & L for dismantling of RCC Jallies of any thickness and disposal of unserviceable materials, debris and rubbish out side MD Land complete all as directed by the Engineer in Charge. |
| 79 | Precast Reinforced Cement concrete Type B0 (Using 12.5 mm graded stone aggregate) in 50 mm thick Jallies or louvers including all mouldings complete and set in Cement Mortar 1:4 |
| 80 | All as per item No 78 above but 75mm thick of jallies |
| 81 | S & F in repairs, Galvanized, 2 strand, steel barbed wire 2.24 mm dia., barbed with 2 mm dia., barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanized mild steel pins etc., including taking down the existing wire complete as directed. |
| 82 | S&F in repairs Razor edge concertina coil, 750mm dia, consisting of spirals with sharp edged tape of 0.5mm thick, crimped to 2.6mm dia high tensile steel wire duly galvanized as per IS 4454 with scrapper barb having 51 spirals with 125 chips (when stretched to a length of 6 metre, weight of each coil shall be8 to 9 Kg approximately) and fixed to MS frame work \"Y\" shaped and placed at 1.5m apart and tied with GI staples/clips to retain horizontal including provision of necessary bolts, nuts etc. complete all as specified and directed. Make : Bengal sheet metal works, Kolkota/Armstrong wire. |
| 83 | S&F framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and hanging also fastening and fixing complete including dismantling of steel work complete all as specified |
| 84 | S&F in repairs mild steel framed work such as grills, gratings etc with ends of bars shouldered and / or riveted or forged into spikes framed guard bars, ladders, framed balusters , walk ways, railing, framework or water tank and similar work conforming to Fe- 290 Gde E-165 all as specified |
| 85 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 86 | Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide zinc chrome primer. |
| 87 | Preparation of old paintedsteel surfaces of any description upto height of 15 mtr of bldg, over 10 cm width or girth, not otherwise described and applying one coats of synthetic enamel paint (ordinary tint) complete |
| 88 | Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of aluminiumpaint (ordinary tint) over a coat of aluminium red oxide zinc chrome primer. |
| 89 | M & L for boulder pitching, laid dry, hand packed tightly and grouted with cement sand mortar 1:6 complete all as specified and as directed. |
| 90 | M & L for Flush pointing to random rubble masonry uncoursed or brought up to courses in cement mortar 1:3 complete all as specified and as directed. |
| 91 | Preparing newly plastered surfaces and applying Two coats of cement base paint over a coat of alkali resistant primer on surfaces of walls. |
| 92 | Preparing surfaces plastered or unplastered old surfaces of walls and applying one coats of cement base paint complete all as specified. |
| 93 | M & L for Granite (of any type) work 20 mm thick machine cut (table rubbed and polished) in steps, jambs, pillars, and platforms and the like in cement morar 1:4 including pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of graite. in skirting/ dado laid over cement screed and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of stone including cutting and polishing of granite including demolition of oldcomplete. |
| 94 | M&L plain cementconcrete type B2, 1:2:4 (using 40 mm graded stone aggregate) in foundations, mass concrete, flooring/ hard standing, pilasters, buttresses columns, pillars, post , kerb , tank base etc finishing the concrete surface even and fair without using extra cement. |
| 95 | Excavation over area not exc 1.5 mtr deep and getting out in hard/ dense soil complete all as specified |
| 96 | Excavation over area exc 1.5 mtr deep but not exc 4.5 mtr deep and getting out in hard/ dense soil complete |
| 97 | M&L reinforced cement concrete ( Design Mix ) M-25( 20mm graded aggregate ) septic tank slab supported on walls, beams and colums in floors, roofs, landings, balconies canopies, deck slabs and in shelves etc complete |
| 98 | Form work to soffits of suspended slabs such as roof slabs, floors slabs, landing and similar work not exc 200mm thick ( Horizontal or sloping ) rough finished surface of concrete |
| 99 | M&L for providing chequered cement concrete rubber moulded coloured tiles glossy factory made of hydraulic pressed finish of 25 mm thick and size not less than 300x300mm thick set and jointed in neat cement slurry in floors with grey cement and pigments and with 15mm thick screed bed or bedding layer in CM 1:6 including dismantling of old tiles and screed bed complete all as directed |
| 100 | M&L PU coated machine pressed cement concrete tiles 30cm x 30cm x 20mm thick with grey cement and pigment set jointed and pointed in neat cement slurry in floors laid over 20mm thick screed or bedding layer in CM 1:6 incluidng dismantling existing floor tile of any description complete all as directed. |
| 101 | M & L for precast cement interlocking tiles / paver block, machine pressed of any shape and size as approved by GE, in M-35 grade and 60 mm thick with gray cement and pigment laid and bedded on 20mm thick sand cushioning complete all as directed. |
| 102 | M&L 80mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawn, drvie 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 , filling the joints with sand and cutting of paver blocks as per required size and pattern finishing sweeping extra sand complete all as specified |
| 103 | Sand filling under floors, paver block or in foundations incluidng watering and consolidation |
| 104 | Dismantling stone slabs and tiles of any description or thickness in floor, aprons etc laid dry or laid dry and pointed complete |
| 105 | Demolition ofcement concrete (unreinforced ) in ground floors and pavings n. exc15 cm thickness ( below or above ground level) |
| 106 | M&L for 75mm thick cement concrete type D-2, 1:4:8 (40mm graded aggregate) as in foundation, sub base for complete all as specified. |
| 107 | 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 samd) including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5mm) includng making drainage opening wherever required including demolition of existing kerb stone complete all as specified |
| 108 | S&F in repairs Fully retro reflective, Bldgsign boardwith frame of 50mm dia Stainless steel pipe size 1000 mm x 500 mm .m, made out of 13SWG CRCA sheetwith cautionary warning sign of required size and the sign board shall be shall be fixed to 50mm dia stainless steel pole of height of 1200mm from ground level including excavation of post holes of size 400mm x 400mm x 300mm and getting out in any type of soil and filled with and including provision of PCC 1:2:4 type B1 (using 20mm graded stone aggregate) and removingincluding making good the disturbed surfaces to match with existing, complete all as specfied anddirected. |
| 109 | S&F fully retro reflective traffic sign boards, cautionary warning sign size 60 mm dia made of 16 SWG CRCA sheet, complete all as per IRC 1997 and as specifed and directed. |
| 110 | Supply and fixin repairsfully reflective area sign board, 900 mm to 1200mm width and 750mm to 900mm height made of 18 gauge CRCA sheet framed with 25mm squaere pipe dully painted with enamel paint, fixed to the post, the board shall be of blue colour on base and written with retro reflective tape using enginnering grade on board with and includng provision of necessary excavation in post holes not exceeding 0.5 cum each, demolition of PCC, disposal of debris to a distance not exceeding 50 metre, PCC 1:2:4 type B2 ( 40mm graded stone aggregate) in foundation of size 450mm x 450mm x 450mm includng provisioning and fixed MS square pipe post size 47mm x 47mm x 4.5mm and 3000mm long and embedding the same in PCC complete all as specified and directed.Note :- All exposed steel surfaces shall be painted in two coats of synthetic enamel paint over a coat of red oxide primer. |
| 111 | M&L preparation of newor previously untreated surfaces of brick, stone, concrete asbestos or plaster surfaces of any description over 10cm girth or width, not otherwise described and applying two coat of synthetic enamel paint over a coat of priming paint ( plaster coat) complete all as specified and directed. |
| 112 | M&L preparation of old surfaces of bricks, stone, concreteofany description over 10cm girth or width not otherwise described and applying one coat of synthetic enamel paint complete |
| 113 | Renewing interlocking tiles / paving tilesin patch, area n. exc 5 Sqm including removing and cleaning old tiles, preparing bed and laying or setting, jointing and pointing new or old tiles, including replaced damage tiles & providing PCC(1:4:8) sub base where reqd complete all as specified and directed. |
| 114 | M&L 75mm thick cement concrete type B-2, 1:2:4 ( 40mm graded stone aggregate as in paths parking etc finished even and smooth without using extra cement incluidng demolition of old concrete complete |
| 115 | M&L 100mm thick cement concrete type B-2, 1:2:4 ( 40mm graded stone aggregate as in roads, hardstanding etcfinished even and smooth without using extra cement incluidng demolition of old concrete complete |
