|
| 1 | surface dressing n exc 15 cm deep in hard dense soil all as specified and as directed. |
| 2 | 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, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard /dense soil all as specified and as directed. |
| 3 | All as per Item No. 2 above but exceeding 1.5m and not exceeding 3.0 M deep in hard/dense soil all as specified and as directed. |
| 4 | Excavation over areas, n exc 1.50 m deep and getting out hard /dense soil all as specified and as directed. |
| 5 | Excavation over areas exc 1.50 m deep andn exc 3.00 mtr and getting out hard /dense soil all as specified and as directed. |
| 6 | Returning filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 cm all as specified and as directed. |
| 7 | Removing excavated materials exeeding 250m but not exc 500M and depositing where directed at a level not exceeding 1.5 m above the starting points (soils). |
| 8 | M&L for cement concrete Type C2 1:3:6 (40 mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed. |
| 9 | Taking up or down 160mm PVC (SWR) Soil, Waste and Ventilating Pipes with Fittings of any description from any Situations, complete all as specified and as directed. |
| 10 | All as per Item No. 9 above but 110 mm dia pipes |
| 11 | All as per Item No. 9 above but 75mm dia pipes |
| 12 | M&L for PVC (SWR) not less than 6kg/cm²pipes single socketed in any length with rubber ring joints laid in trenches 160 mm dia pipe all as specified and as directed. |
| 13 | S&F110 mm bore PVC (SWR) pipessingle socketed in any length with rubber ring joints fixed to floor/trenches complete all as specified and as directed. |
| 14 | All item no 13 above but fixed to walls |
| 15 | S&F 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to floor/trenches complete all as specified and as directed. |
| 16 | All as per item No 15 above but 75 mm dia fixed to wall |
| 17 | S & F PVC (SWR) bends any radious 110 mm bore provided with acess door. |
| 18 | S & F PVC (SWR) bends any radious 75mm bore provided with acess door. |
| 19 | S & F PVC (SWR)bends any radious 110 mm bore. |
| 20 | S & F PVC (SWR)bends any radious 75mm bore. |
| 21 | S & F PVC (SWR)110mm bore branch piece single(single Y) equal or Unequal |
| 22 | S & F PVC (SWR)75 mm bore branch piece single(single Y) equal or Unequal |
| 23 | S & F PVC (SWR) vent cowl 110 mm bore |
| 24 | S & F PVC (SWR) vent cowl 75 mm bore |
| 25 | Taking down of old LDPE pipe of any description |
| 26 | Supply andfixin repair 50 mm bore Low density poly ethylene pipes (LDPE) of pressure rating 6 kg/sqcmin any length with rubber ring joint laid in trenches complete all as specified and as directed. |
| 27 | S&Ftwo piece type stainless steel cockroach trap square or round 100 mm size complete all as specified and as directed. |
| 28 | S & F in repairs PVC floor trap withgrating incl jointing with solvent cement 75 mm outlet making good disturbed surface all as specified and directed |
| 29 | S & F in repairs75mm PVC (SWR) multi floor trap with grating including jointing with solvent cement all as specified and directed |
| 30 | Supply and fix in repairs vitreous china wash down water closet squatting pan, Orissa pattern of size 580x440mm with integral foot rest , colour white with and including P trap, lime concrete bedding and making necessary connection to soil pipes and flushing cistern etc.,complete all as specified and as directed. |
| 31 | S & F as in repairs Viterous china wash down water closet pan (pedestal pattern)with \"P\" or \"S\" trapincl fixing bolts, PVC bend, seat cover and connecting to PVC (SWR) pipe complete all as specified (Excl flush tank) complete. |
| 32 | S & F in repairs seat cover for EWCwith flat bottom and cover and mild steel chromium plated or aluminised hinging device all as specified and directed. Make : Prayag cat No : Cosmo :511 or equivelent inParyware/Hindware/Jaquar |
| 33 | S&F as in repairs PVC valveless, symphonic action type low level flushing cistern(Duel flush) white with inlet, ball valve, float and handle etc complete capacity 10 litres incl brackets including connected to IWC/EWC completeall as specified and directed by Engr-in-Charge . |
| 34 | M&L concrete bed to drain pipes incl packing under and hunching against the sides of pipes after they are laid and tested PCC 1:3:6, type C2 bore of pipe in mm 150/160 mm |
| 35 | M&L concrete bed to drain pipes incl packing under and hunching against the sides of pipes after they are laid and tested PCC 1:3:6 type C2 bore of pipe in mm 100 mm |
| 36 | Cutting into existing manhole for connecting new drain pipes of 160 mm internal dia, making good to pipes 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 B1 smooth finished, and reforming benching as required |
| 37 | Cutting into existing manhole for connecting new drain pipes of 110 mm internal dia, making good to pipes 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 B1 smooth finished, and reforming benching as required |
| 38 | M&Lfor Plain cement concrete 1:3:6, type C1, using 20mmgraded stone aggregate as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed |
| 39 | Demolition of cement concretein Ground floors & Pavings n. exc 15 cm thick below or above GL |
| 40 | Demolition of cement concrete (unreinforced ) of any description and in any postion not otherwise spcifically provided for as in sunken floors/roof padding concrete,drain ,surface channeletc and removing debris off the site complete all as spcified and as directed. |
| 41 | Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided complete all as specified and as directed |
| 42 | Demolition of Brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed |
| 43 | M& L for 75mm thick PCC type C-2(1:3:6)using 40mm graded stone aggregate as in sub base for top finish of any descriptionetc including finis hthe surface even and rough to receive the top finish complete all as diercted by the Engr In charge. |
| 44 | M& L for 75mm thick PCC type C-2(1:3:6)using 40mm graded stone aggregate as in pavings,plinth protectionetc including finishthe surface even and fair without using extra cement complete all as diercted by the Engr In charge. |
| 45 | M&L for plain cement concrete type-C2, 1:3:6 (40mm garaded agg.) in surface channel and drains complete all as specified and directed |
| 46 | M&L for chequered cement concrete tiles of size 20cmx20cmx 25mm thick ,set ,jointed and pointed in neat cement slurry in floors with grey cement and pigments of required colour over 20mm thickthick screed bed in CM (1:6) complete as specified and as directed. |
| 47 | M & L for Sand filling under floors or in foundations including watering and consolidation complete as specified and as directed. |
| 48 | M & L Machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade complete all as specified and as directed |
| 49 | M&L cement Concrete type E2 (1:5:10) using 40mm graded as in foundations,filling and mass in sunken floors complete all as specified . |
| 50 | M&L cement concrete 25mm thicktype B-0 1:2:4 using 12.5mm graded stone aggregateas in flooring with using liquid water proofing of approved make; Make : Fosroc/Dr.Fixit or equivalent. WPC shall be measured and paid separatily. |
| 51 | M & L 20mm thick cement screed in cement mortar 1:4 mixed with liquid water proofing compound FOSROC\"s complast 421 IC @ 250ml per bag of cement including a bonding coat of FOSROC\"s Nito bond AR cement slurry for roofcslab/ floor complete all as specified (liquid water proofing compound are measure seperately) |
| 52 | M & L 15mm thick rendering in cement mortar 1:4mixed with liquid water proofing compound FOSROC\"s complast 421 IC @ 250ml per bag of cement including a bonding coat of FOSROC\"s Nito bond AR cement slurry fas in perimeter of the sunken floor dado/wall /skerting portion including finish the surface even and smooth complete all as specified (liquid water proofing compound are measure seperately) |
| 53 | Supply only Integral Liquid water proofing compound only. |
| 54 | M&L for laying 3mm thick APP modified water proofing membrane weighing not less than 3.6 Kg/Sqm, reinforced with non woven polyster matt black finished weighing not less than 100 gm/Sqm having softening point not less than 140 degree celsius longitudinal tensile strength not less than 300 N/Sqm, side lap & end lap 15cm over a coat of bitumen primer @ 0.20 Kg/Sqm and finished with aluminum paint @ 0.10 Ltr/Sqm all as per manufactures instruction and as directed by Engr-in charge. Note : The work shall be carried out by authorised applicators of manufactures. |
| 55 | M&L for precast cement concrete solid building blocks masonaryexe 10 cm in width and setting in mortar 1:4 type C-1 1:3:6(20 mm graded agregate ) |
| 56 | Dismantling of floor hearth or wall tiling including cement mortor bedding(but not backing) removing serviciable tiles to store and rubbish off the premises |
| 57 | M&L for non skid coloured ceramic tiles7 to 8 mm thick (square/rectangle) area of each tile exc 0.06sqm but not exc 0.11 sqm, in floors and sill etc set and jointed in neat cement slurry and pointed in white or coloured cement to match over 20mm thick screed bed in CM 1:4 complete all as specified |
| 58 | M&L for coloured glazed ceramic tiles of size350x250x7mm/450x350x7mm thick set and jointed in neat cement slurry and pointed in coloured cement to match as in vertical surfaces of dado/skirting set in 10mm thick CM 1:3 complete all as specified |
| 59 | Taking down cement or cement lime mortar on brick or stone walls, etc. incl raking out joints, hacking for key, scrubbing down with water, etc., and removing unserviceable debris off the premises all as specified and as directed. |
| 60 | Material and labour for Rendering in Cement Mortar 1:6, 15mm thick on stone masonry or other than fair faces of brick work wall surfaces, finished even and smooth without using extra cement complete all as specified and as directed.. |
| 61 | M&L Rendering 15mm thick on stone masonry or other than fair faces of brick work wall surfaces, consisting in 2 layers, Backing/Under layer of 10mm thick in Cement Mortar 1:6 and Float/Top layer 5.0mm thick in Cement Mortar 1:4 including mixing WPC to Float/Top layer, finished even and smooth without using extra cement complete all as specified and as directedNOTE : Water Proofing Compound (WPC) will be Measured and Paid separately under appropriate Item,. |
| 62 | Material and labour for rendering10mm thick in Cement Mortar 1:6 on concrete block /brickmasonry surfaces of wall, finished even and smooth without using extra cement completeall as specified and as directed. |
| 63 | M&L for preparation of newplastered undecorated surfaces of walls and applying two coats of white wash, complete all as specified. |
| 64 | M&L for preparation of newplasteredundecorated surfaces of walls and applying two coats of cement base paint over one coat of chalkwhite primer, complete all as specified. |
| 65 | M&L for form work to soffits of suspended slabs such as roof slabs, floor slabs, cooking platforms etc for flat rough finished concrete surfacescomplete all as specified |
| 66 | M&L for RCC Type B1-1:2:4 (using 20mm graded aggregate )asin slab supproted on walls, beam and columns in floor, roof/cooking platformsetc |
| 67 | M&L for Precast RCC intype B1, 1:2:4, using 20mm graded stone aggregate in CM 1:6 for landings, coverslabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articleswith plain face with plainfaces including setting in CM 1:6 |
| 68 | 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 as specified and as directed. |
| 69 | M&L for TMT bars, 6 to 8mm dia cut to length bent to shape required incl cranking, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia complete as specified and as directed. |
| 70 | Cleaning of manholes of any size and upto 0.60m depth incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the manholes with water and cutting grass, vegetation and bushes to a width of 60cmall around manholes complete all as specified and directed.Note : Cleaning of manhole shall be carried out by mechanically and the rate quoted shall deemed to be included this aspect. |
| 71 | All as per item No 70 above but depth exc 0.60m but n.exc 0.90m in deepcomplete all as specified and as directed. |
| 72 | All as per item No 70 above but exc 0.90m but n. exc.1.50m in deep complete all as specified and as directed. |
| 73 | All as per item No 70 above but exc. 1.50m but nexc.3.0m in deep complete all as specified and as directed. |
| 74 | Cleaning of sewage/drain pipe/Rain water upto 150mm internal dia by mechanical means for removing the blockage in between manholes / gully trap by rodding complete incl lifting, removing water, clogged mud & sludge,etc., incl disposing the sludge outside MoD land, cleaning the pipe lines with water and cutting grass, vegetation and bushes to a width of 60cmall the sides of pipes line complete all as specified and directed. |
| 75 | M & L for Opening the cover and cleaning of septic tanks, sumps, lift well etc of any capacity (of depth n.exc 1.5m), by dewatering foul water andtaking out night soil, excreta, sludge, etc by HCV Mounted Suction Discharge Machine having Blow Back Facitlity with Sludge Tank (Minimum 2000 Litre capacity) as required to keep complete Sewage System functional and to avoid any over flowing including removal and disposal of pumped out Sewage water, sludges etc in any form or any other materials etc to outside of MD land to a distanceexc 500m to n.exc 1.0 Km, burried underground (minimum 45 cm covered with soil over two layer of bamboo matting without manitaining any gap) including sprinkling bleaching powder @ not less than 0.50 Kg/Sqm on deposit sludge at earth pit and as ordered by the Engr-in-Charge to keep the whole station area pollution free including necessary excavation and earthwork in soft/loose soil for pits, returning, filling inand dressing of surplus soil around to slope as required including refixing the cover in position and cleaning the eitre area and making good damaged portion (if any) complete all as specified and directed. (Note : (i) Depth of sludge shall only be measured for volume.(ii) The item is measurable/operative only TWICE during the entire contract period. Any additional cleaning if required, contractor shall be carried out the same without any extra cost to the Govt, (iii) Each trip of tanker to be taken outside of MD land in presence of concerned JE/Engr-in-Charge. (iv) The cost of bleaching powder, bamboo matting, all necessary earth work, T & P etc as required for cleaning and removal of sludge shall demmed to be included in the unit quoted rate ) |
| 76 | All as per item No 75 above but depth exc1.5m but n.exc 3.00m in deepcomplete all as specified and as directed. |
| 77 | Cleaning of blocked gully trap / floor trap / Nahani trap, WC \"P\" trap or \"S\" trap and refixing the same after cleaning the pipes making good damaged cement joints, with CM 1:3 and water proofing compound etc including disposing the sludge outside MoD land complete all asspecified and directedNote: (i) Contractor shall collect complaint slips from complaint cell of AGE B/R-II by 09:00 Hrs and ensure rectification of complaint and return the complaint slip duly signed by the Users within a working day. In case, the contractor fails to rectify the complaint within the specified period, recovery @ Rs. 500/- per day per complaint shall be affected from the contractor\"s dues. |
| 78 | Cleaning /clearing of blockages of WHB, Kitchen Sink ,EWC,etc of dia 75/100 mm incl disposing the sludge outside MoD land complete all as specified and as directedNote: (i) Contractor shall collect complaint slips from complaint cell of AGE B/R-II by 09:00 Hrs and ensure rectification of complaint and return the complaint slip duly signed by the Users within a working day. In case, the contractor fails to rectify the complaint within the specified period, recovery @ Rs. 500/- per day per complaint shall be affected from the contractor\"s dues. |
| 79 | Labour only for cleaning theDrain of any size or depth icluding removing clogged mud ,vegitation,etcand including taking dwon and refix the existing RCC cover slab if anyand removed off the waste at a distance exc 500mtr but n.exc 1KM all as direcyed by the In cgarge. |
| 80 | Labour only for cleaning of RCC roofing or chajja etc with wire brush or broom or gunny bags and removing the waste material such as grass and debris from bldg upto 500m complete all as specified and as directed. |
| 81 | Note : For shedule item ser No : 70 to 80,The contractor will deploy his superviser to collect the compliants from AGE B/R-II complaint cell in morning 0900 o\"clock and after completed in evening will return the complaint slip duly signed by user\"s in the compliant cell. No complaints will remains pending more than 06 hrs (Except major complaints which shall be addressed in 24 hrs) else necessary recovery will be made against contractor @ Rs. 300.00 per complaint. |
