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| 1 | Excavation in trenches, n.exc 1.5M wide and not exceeding 1.5M in depth for foundation etc or for shaft, wells, cesspits, manhole, pier holes etc n.exc 10 Sqm on plan and n.exc 1.5M in depth and getting out in soft/loose soil complete all as specified and directed |
| 2 | Excavation in trenches, n.exc 1.5M wide but depth exceeding 1.5M and n.exc 3.00M for foundation etc or for shaft, wells, cesspits, manhole, pier holes etc n.exc 10 Sqm on plan and n.exc 3.00M in depth and getting out in soft/loose soil complete all as specified and directed. |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm complete all as specified and directed |
| 4 | Removing excavated material to a distance exc 50M but n.exc 150M and depositing where directed at a level n.exc 1.5M above the starting point complete all as specified and directed |
| 5 | Demolition & breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete internal dia of pipe 150mm and removal of demolished materail out of MoD land complete all as specified and directed |
| 6 | All as per Srl item No.5 here-in-before but internal dia 200mm. |
| 7 | All as per Srl item No.5 here-in-before but internal dia 250mm. |
| 8 | M&L for150mm bore Reinforced Cement Concrete pipes, class NP3, spigot and socketed ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I) as specified in particular specification clause No.12.14 laid and jointed complete all as specified and directed |
| 9 | M&L for 200mm bore Reinforced Cement Concrete pipes, class NP3, spigot and socketed ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I) as specified in particular specification clause No.12.14 laid and jointed complete all as specified and directed |
| 10 | M&L for 250mm bore Reinforced Cement Concrete pipes, class NP3,spigot and socket ended pipes (IS : 458-2003 marked) with and including rollon rubber ring gasket (Conforming to IS : 5382-1967 Type -I) as specified in particular specification clause No.12.14 laid and jointed complete all as specified and directed |
| 11 | M&L for PCC 1:3:6, type C-2, using 20mm graded stone aggregate as in concrete bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes, after they are laid and tested complete all as specified and directed |
| 12 | M&L for PCC 1:3:6, type C-2, using 20mm graded stone aggregate as concrete bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipes, after they are laid and tested complete all as specified and directed |
| 13 | M&L for PCC 1:3:6, type C-2, using 20mm graded stone aggregate as concrete bed to drain pipes of 250mm bore including packing under and haunching against the sides of pipes, after they are laid and tested complete all as specified and directed |
| 14 | Cutting into existing manholes for connecting new drains, making good to 150mm dia of pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required etc complete all as specified and directed |
| 15 | Ditto as per item no 14 above here-in-before but 200mm dia pipe |
| 16 | Ditto as per item no 14 above here-in-before but 250mm dia pipe |
| 17 | S&F in repair, SFRC (Steel Fibre Reinforced Concrete) of size 510mm dia, Sewer line/man hole cover with frame size 533mm (21\") dia, 75 Kg of weight, LD-2.5 tone capacity fixed in proper position complete all as specified and directed .Note : - Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 18 | S&F in repair, SFRC (Steel Fibre Reinforced Concrete) of size 510mm dia, Sewer line/man hole cover with frame size 600mm (24\") dia, 210 Kg of weight, HD-5 tone capacity fixed in proper position complete all as specified and directed.Note : - Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 19 | S&F in repair SFRC (Steel Fibre Reinforced Concrete) sewer line/man hole cover slab of size 457.20x914 mm (18\"x36\") with frame of LD, all as specified and as directed Note : - Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 20 | S&F in repair SFRC (Steel Fibre Reinforced Concrete) sewer line/man hole cover slab of size 457.20x600 mm (18\" x 24\") with frame of LD-2.5 Tone capacity, complete all as specified and directed.Note : - Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 21 | S&F in repairs for 75mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ringjoints fixed to wall or floor etc using synthetic rubber adhesive cement solventcompleteall as specified and directed |
| 22 | S&F for 75mm dia PVC (SWR) bends any radiuscompleteall as specified and directed |
| 23 | S&F for 75mm dia PVC (SWR) junction single(single T) completeall as specified and directed |
| 24 | S&F for 75mm dia PVC (SWR) branch piece single(single Y)equal or unequal completeall as specified and directed |
| 25 | S&F for 75mm dia PVC (SWR) vent cowl completeall as specified and directed |
| 26 | S&F in repairs for 110mm dia PVC (SWR) grade single socketed pipes in any length complete with rubber ringjoints fixed to wall or floor etc using synthetic rubber adhesive cement solventcompleteall as specified and directed |
| 27 | S&F for 110mm dia PVC (SWR) bends any radiuscompleteall as specified and directed |
| 28 | S&F for 110mm dia PVC (SWR) junction single (single T) completeall as specified and directed |
| 29 | S&F for 110mm dia PVC (SWR) vent cowl completeall as specified and directed |
| 30 | Dismantling of cast iron pipes jointed in cement mortor and taking out of wall/trenches if required for 100mm pipe complete all as specified and directedNote: Excavation & earth work will be measured and paid separately |
| 31 | M&L for Spun pipes cast iron soil, waste and vent pipes 100 mm bore inany length, with or without ears, with cement joints, fixed to walls etc complete all as specified and directed |
| 32 | S&F of CI bends (any radius) diminishing pieces or taper,100mm bore complete all as specified and directed |
| 33 | S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 100 mm bore complete all as specified and directed |
| 34 | S&F in replacement of CI bends (any radius) diminishing pieces or taper,100mm bore complete all as specified and directed |
| 35 | S&F in replacement of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 100 mm bore complete all as specified and directed. |
| 36 | S&F in replacement for 100mm dia CI vent cowl completeall as specified and directed |
| 37 | S&F in repairs of CI branch pieces single (equal or unequal) ordinary or inverted (Spigot or socket type) or with parallel branches 100 mm bore complete all as specified and directed. |
| 38 | Dismantling of cast iron pipes jointed in cement mortor and taking out of wall/ trenches if required for 75mm pipe complete all as specified and directed Note: Excavation & earth work will be measured and paid separately |
| 39 | M&L for Spun pipes cast iron, soil & waste and vent pipes 75 mm bore inany length, with or without ears with cement joints fixed to walls using pipes etc complete all as specified and directed. |
| 40 | S&F of CI bends (any radius) diminishing pieces or taper,75 mm bore complete all as specified & directed. |
| 41 | S&F of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 75 mm dia, complete all as specified & directed. |
| 42 | S&F in replacement of CI bends (any radius) diminishing pieces or taper,75 mm bore complete all as specified & directed. |
| 43 | S&F in replacement of CI bends (any radius) diminishing pieces or taper fitted with oval access doors 75 mm dia, complete all as specified & directed. |
| 44 | S&F in replacement for 75mm dia CI vent cowl completeall as specified and directed |
| 45 | Demolition of cement concrete in ground floors and paving n. exe 15cm thick below or above GL all as directed &cleaning premises complete all as specified and directed. |
| 46 | M&L for providing plain cement concrete 1:4:8 type D2 using 40mm grade agg. As in foundation filling and mass concrete complete all as specified and directed |
| 47 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggr, as in lintels upto1.5m 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, complete all as specified and directed |
| 48 | M&L for 75 mm thick plain cement concrete type D-2 using 40mm graded stone aggregate (1:4:8) as in sub base or simillar works all as specified and directed |
| 49 | M&L for Cement Concrete 1:2:4 type B-0 using 12.50 mm graded stone aggregate as in surface channel & drains etc., complete all as specified and directed |
| 50 | Demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar incl arches, pillers etc., complete all as specified and directed |
| 51 | M&L for providing precast cement concrete block walling exc. 10 cm width with solid block PCC 1:3:6 ty C1 grade design mix and settingin cement mortar (1:6) etc complete all as specified and as directed |
| 52 | M&L for Providing precast cement concrete solid building blocks Type C-1 1:3:6 using 20 mm graded stone aggr or slabs 10cm thick (with plain or interlocking joints as directed) setting in mortar (1:4), complete, in walls all as specified and as directed . |
| 53 | Taking down cement plaster of any description incl racking out joints hacking for key and scrubbing down with water to remove dust etc., complete all as specified and directed |
| 54 | M&L for rendering 15 mm thick plaster on brick/concrete surfaces of walls in cement mortar 1:4 finished even & smooth without using extra cement with mix integral water proofing compound @ 3% by weight of cement complete all as specified and directed.Note : WPC shall be measured and paid separately |
| 55 | Supply only integral water proofing compound in sealed pack (ISI Marked) complete all as specified and directed |
| 56 | S&F in repairs precast cement concrete PCC 1:2:4 ty B0 (using 12.5mm graded agregates) louvres and jallies, 25mm thick (measured solid), including all mould- ings but excluding frame set in CM 1:6 complete all as specified & directed. |
| 57 | M&L for two coats of cement based paint over one coat of chalk whiting primer on wall surfaces incl preparation of new treated surface complete all as specified and directed. |
| 58 | S&F in repairs 100/75 mm cast iron Nahani / Floor Traps with cement joints fixed to existing pipe with branch piece if required, complete all as specified & directed. |
| 59 | S&F in repairs cast iron Traps \"P\" or \"S\" 75mm dia with cement joints fixed to existing pipe with branch piece if required, complete all as specified & directed. |
| 60 | S&F in repairs cast iron Traps \"P\" or \"S\" 100mm dia with cement joints fixed to existing pipe with branch piece if required, complete all as specified & directed. |
| 61 | S&F in repairs for 75mm dia PVC (SWR) bends any radiuscompleteall as specified and directed |
| 62 | S&F in repairs for 75mm dia PVC (SWR) junction single(single T) completeall as specified and directed |
| 63 | S&F in repairs for 75mm dia PVC (SWR) branch piece single(single Y)equal or unequal completeall as specified and directed |
| 64 | S&F in repairs for 75mm dia PVC (SWR) vent cowl complete all as specified and directed |
| 65 | S&F for 110mm dia PVC (SWR) junction single(single T) completeall as specified and directed . |
| 66 | S&F in repairs for 110mm dia PVC (SWR) junction single(single T) completeall as specified and directed |
| 67 | S&F in repairs for 110mm dia PVC (SWR) vent cowl completeall as specified and directed |
| 68 | S&F in repairs 100/75 mm PVC (SWR) Nahani / Floor Traps complete with rubber ring joints fixed to floor etc using synthetic rubber adhesive cement solvent complete all as specified and directed |
| 69 | Dismantling wrought iron or mild steel work of anydescription not otherwise provided for complete all as specified and directed |
| 70 | S&F framed work such as MS gates,grills,gratings, etc.. with ends of bars shouldered and/or riveted,or forged into spikes; framed guard bars; barred iron doors;ladders; framed balusters; walk ways; railings; framework of water tanks and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed |
| 71 | S&F hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts;posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.,and similar work conforming complete all as specified and directed |
| 72 | Taking up/down plants or vegetation growth from wallupto roof levelby means of cutting hole into brick wall and making good the surface of dismantled portion (not exc 150 sq cm superfical area and not excone brick depth) using brick bats /aggregate and plastering in cement mortar (1:4) to distrubed portion and applying two coats of cement base paint / weather coat to match the existing surface upto forth floor complete all as directed |
| 73 | Cutting of vegetation, grass, bush , weed trees height upto 1 meter above the ground level in around 3 m the periphery of manhole, drain etc and removed the tree route complete and removing the vegetation to a distance exc 500 mtr but not exc 1 km complete all as specified and directed |
| 74 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator,supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm dia for all depth.Note: (i) The rates quoted in the below includes cost ofT&Petc complete and the work will be carried out on complaint basic, day to day maintainance. (ii) Minimum two persons shall be deployed by contractor and they shall be present on all working days for attending the complaints of Sewage.(iii) The contractor/ rep of the contractor will collect the complaint slips from B&R-II complaint cell in GE Khadakwasla office by 9.00AM and submit the complaints reports of the same each day by 1730hrs after rectification, failing which penal recovery @ Rs. 100.00 per complaint will be recovered from contractor\"s dues. (iv) Urgent manpower for removal of blockage of any type, may be required to be provided by the contractor in day or night (on sunday or holiday) on a short notice. If the contractor fails to provide manpower for the specific work, manpower for the same work will be hired from any other source for that urgent job by the deparment & shall be paid in full by the contractor without any extra cost to the deparment all as specified and directed . |
| 75 | Cleaning of manhole chamber of depth not exceeding 1.00 metre each, mechanically, removing muck/sludge/silt/mud, liquid etc under any posn including foul condition and cleaning the inlets and outlets etc washing and well flushing of the manhole with water, placing the cover back in posn and disposing off the sludge /debries out of MD land complete all as specified and as directed . Note: The sludge to be diposed off in sealed tins or sludge removal tankers and the same is deemed to include in the rate quoted. |
| 76 | All as per item No 75 above here in before but depth of manhole exc 1 Mtr and n exc 3 Mtr etc complete all as specified and directed |
| 77 | Cleaning of floor trap (of any type/size), by taking out accumulated silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the floor trap with water complete all as specified and directed |
| 78 | Cleaning of gully trap of any depth (not exceeding 0.50 metre each), by taking out accumulated garbage, silt, mud etc and removing the same at a distance not exceeding 50 metre (where directed), washing and well flushing of the gully trap with water complete all as specified and directed |
| 79 | Cleaning of blocked water closet (of any type/pattern) including connected CI pipe line (of any bore) upto 1st manhole complete all as specified and directed |
| 80 | Cleaning of blocked waste line (of any bore) from sink / urinal / wash- hand basin to floor trapmanually (by pushing a piece of bamboo split, tied with gunny bags at one end to other) including dewatering and well flushing the line with water and testing on completion complete all as specified and directed |
| 81 | De-sludging / cleaning completely of liquid / sticky / hard sludge by pumping mechanically from inside of septic tank of any description and in any posn including taking down cover slab of any type, thickness and size carefully and refixing in the same opening after necessary cleaning etc and removing of sludge out side of the MoD land and attending complaints on regular day to day basis all as specified and as directed .Note : (I) All the tools and plants and other allied arrangement for making sewage line functional will be made by the contractor without any extra cost to the Govt and cost shall be deemed to be included with quoted unit rate.(ii)The details of safaiwala shall be submitted by the contractor to GE through Engr-in-Charge, Name , Father\"s Name full address with pass port size photo and insurance of employees (Safaiwala) within 15 days commencement of work along with insurence from Govt Agency. |
| 82 | Cleaning of existing covered drain of any size (width & depth) (half of the depth filled up), by removing and refixing of cover-slab (wherever applicable), taking out accumulated silt, mud, earth, rubbish, vegetation etc from the drain and removing the same at a distance exceeding 500 metre but not exceeding 1 Kilometre where directed, washing of the drain with water complete all as directed |
| 83 | Dismantling stone slab of any description or thickness in floors, approns etc laid, bedded and pointed in any mortar etc., complete all as specified and directed |
| 84 | M&L for 30mm to 35mm thick rough dressed sahabad stone slab flooringbedded and jointed in cement mortar (1:6) and pointed in CM (1:3) complete all as specified and directed |
| 85 | -ditto- all as per Item Ser No 84 here-in-before but except sahabad stone |
| 86 | S&F for glossy finished chequered cement concrete tiles 30cmx30cmx30mm /20cm x 20cm x25 mm / 40cmX40cmX 35mm (as approved)thick set jointed with grey cement and pigment and pointed in neat cement slurry over 15 mm thick screed bed in CM(1:6) in floors etc complete all as specified and directed |
| 87 | M&L for 60 mm thick glossy finished cement concrete coloured interlocking pavers square or rectangular in safe, pattern as approved, as in floors or pavements, laid on 30 mm thick stone dust cusioning, laid dry to the profile as directed incl filetting to the edges in CM (1:4), all manufacturer\"s instruction complete all as specified and directed |
| 88 | Road cutting and repair to disturbed road with PCC (1:2:4) type B2 100mm thick over 150 mm hard core of broken stone of gauge n exc 63 mm over rammed earth etc complete all incl cutting of road portion complete all as specified and directed |
| 89 | M&L for providing 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 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including demolition of existing broken stone and making drainage opening wherever required complete all as specified and directed. |
| 90 | Taking up/down plants or vegetation growth from wallupto roof levelby means of cutting hole into brick wall and making good the surface of dismantled portion (not exc 150 sq cm superfical area and not excone brick depth) using brick bats /aggregate and plastering in cement mortar (1:4) to distrubed portion and applying two coats of cement base paint / weather coat to match the existing surface upto forth floor complete all as specified and directed |
