Tender For Cleaning To Sewage Line, Manholes And Certain Repair/ Maintenance To Drains, Sewage Line, Septic Tanks, Saokage Well, Interlocking Tiles, Hard Standing, Manholes, Approach Path And Other Misc Maintenance To Offrs Md Accn/ Messes/ Mes Ibs/
Tender Overview
Project Description
Tender for Cleaning To Sewage Line, Manholes And Certain Repair/ Maintenance To Drains, Sewage Line, Septic Tanks, Saokage Well, Interlocking Tiles, Hard Standing, Manholes, Approach Path And Other Misc Maintenance To Offrs Md Accn/ Messes/ Mes Ibs/ Command Huts/ Central Amenities At Mandir Marg Arun Khetarpal Marg, Polo Road, Parade Road, Cpg And Certain Units In The Aor Of Age B/R-I Under Ge (East) Delhi Cantt-10
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of blocked WC up to first manhole and making the drain pipe of any dia fully functional by flushing with water to entire satisfaction of Engr-in-Charge including disposal of sludge outside the periphery of defence land at his own arrangement where sanitary hazards do not take place as per directions/ instructions of civil authority and burried in excavated pits all as specified and directed. Note:- Unit rate quoted by tenderer shall include clearing blockage, taking out sludge(liquid/semi liquid/solid), excavation of borrow pits for dumping sludge, removing including loading/unloading and transportation etc. |
| 2 | Removing of blockage/ cleaning of sewage lines 100mm bore laid at a any depth below ground level (either manually or mechanically) by removing all type of sand/ sludge/ silt and any other foreign material deposited in it including manholes and removing the material to a distance not exc. 50 m complete all as specified and directed by Engineer-in-Charge |
| 3 | Removing of blockage/ cleaning of sewage lines 150mm bore laid at any depth below ground level (either manually or mechanically) by removing all type of sand/ sludge/ silt and any other foreign material deposited in it including manholes and removing the material to a distance not exc. 50 m complete all as specified and directed by Engineer-in-Charge. |
| 4 | Removing of blockage/ cleaning of sewage lines 200mm bore laid at any depth below ground level (either manually or mechanically) by removing all type of sand/ sludge/ silt and any other foreign material deposited in it including manholes and removing the material to a distance not exc. 50 m complete all as specified and directed by Engineer-in-Charge. |
| 5 | Removing of blockage/ cleaning of sewage lines 250mm to 300mm bore laid at any depth below ground level (either manually or mechanically) by removing all type of sand/ sludge/ silt and any other foreign material deposited in it including manholes and removing the material to a distance not exc. 50 m complete all as specified and directed by Engineer-in-Charge. |
| 6 | Cleaning of sewage line Mechanically operated 25 tonne truck mounted desludger with 12000Ltr capacity tanker having water fitted high pressure jet machine for cleaning and desludging of sewage line, shall be used by the contractor as per scheduled programme in writing and completion of each job to the entire satisfaction of Engineer-in-Charge as instructed. (NOTE: In case contractor fails to deploy the machine as per scheduled programme a damage of Rs 2000/- per day shall be deducted from his payment.) |
| 7 | Demolition of brickwork built in cement mortar/cement lime mortar including all quoins, arches, pillars etc complete all as specified and directed. |
| 8 | Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for foundations etc or for shafts, wells cesspits, manholes, pier holes, drain etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed by Engr-in- Charge. |
| 9 | Returning & filling including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 10 | Removal of excavated material not exc 50 mtr and depositing where directed at level not exc 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge. |
| 11 | M & L for Brick work with sub class ‘B’ old Size bricks, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 built in cement mortar including all quoins, arches, pillar etc complete all as specified and directed. |
| 12 | Description all as per above item No 11.00 here -in-before but except bricks, complete all as specified and as directed. |
| 13 | Taking down cement or cement lime plaster, grit plaster any description on brick or stone or RCC walls etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed. |
| 14 | M & L for 15mm thick rendering in cement mortar 1:4 on fair face of brick walls/ concrete surfaces and finished even and fair without using extra cement in any position incl scafolding as required etc, complete all as specified and as directed. |
| 15 | PCC (1:2:4) type B-0 using 12.50 mm graded stone aggregate as in brenching for manholes, bands, coping, bed plate etc with slightly chamfered or rounded angles including necessary from work, if any, and finishing exposed surface even and smooth without using extra cement complete all as specified & directed. |
| 16 | M & L for preparation of new surface decorated brick/concrete/ plastered or unplastered surfaces of walls, pillars, cornices by brooming down etc and applying two coat of cement base paint complete all as specified and directed |
| 17 | M & L for preparation of old plaster external wall and ceiling surfaces of and applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over and including 2mm thick wall care putty complete all as specified and as directed. |
| 18 | M & L for preparation of old plaster external wall surfaces including brooming down or scraping down with steel wire brushes of smoke spots , moulds ,moss efflorocent salts and treading oil and greasy spots, filling the cracks, holes with POP/Putty applying one coats of cement base paint complete all as specified and as directed. |
| 19 | M & L for Washed stone grit plaster on exterior walls in two layers (any colour and design as approved by GE), under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square meter, top layer 15 mm white cement plaster 1:1/2:2 (1 white cement: 1/2 coarse sand : 2 stone (white) chipping 10mm nominal size) in panels with groove all around as per approved pattern including Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-Charge scrubbing and washing, the top layer with brushes and water to expose the stone chippings icomplete all as specified and directed |
| 20 | Demolition of Reinforced cement concrete of any description and in any position not otherwise specifically provided for etc complete. |
| 21 | M & L for RCC Design Mix 1:1½:3 type A1 using 20mm graded agg as in footings, plinth beam, columns, beams etc complete all as specified and as directed. |
| 22 | M & L for mild steel TMT bar 10mm dia and over cut to length,bent to shape required including cranking bending spirally for hooping for columns,beam 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 as directed. |
| 23 | M&L for mild steel TMT bars 5 mm dia and over upto 10 mm dia in strirrups, spaces and binder and including mild steel wire (annealed) not less than 0.9mm dia etc complete all as specified and directed by Engr-in-Charge. |
| 24 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, plinth beam , beam etc sides and soffits (if any) of foundation and similar work; vertical or to batter complete all as specified and directed. |
| 25 | M & L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions square or rectangular rough finished surfaces of concrete laid flat complete all as directed. |
| 26 | Dismantling wrought iron or mild steel work of any description not otherwise provided for |
| 27 | S & F MS framed work such as in Ornamenal gate,door frame, door shuters / gate 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 hings or steel hanging door fittings, including hings hold fast of Fe 410-W (Gde E-250 quality) etc complete all as specified. |
| 28 | S & F MS Framed work such as 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 conforming to Fe.290.Gde-E-165, complete all as specified and as directed. |
| 29 | S& F Mild Steel work in rafter, purlin, and other connected work including special shaped washer, nut bolt and plates etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, complete all as specified and as directed. |
| 30 | M&L two coat of synthetic enamel paint (finishing coat) over one coat of primer to new steel surfaces of any description over 10 cm width or girth incl prepration of surfaces complete all as specified. |
| 31 | M & L for preparation of old Steel and Iron surfaces of any description over 10cm width or girth and applying one coat of synthetic enamel paint complete all as specified and directed. |
| 32 | M & L for 16 to 18 mm thick granite (of any type) work( table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite slab including 10 mm thick screed bed in CM 1:4 including rounding to edge of granite as per required and including dismantling of existing granite of any description including cement mortar bedding (but not backing ) and rubbish off the premises complete all as specified and directed. |
| 33 | M & L for 16 to 18 mm thick granite (of any type) work( table rubbed and polished) as in vertical surfaces such as skirting and dado etc and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite slab including 15 mm thick screed bed in CM 1:4 including rounding to edge of granite as per required and including dismantling of existing granite of any description including cement mortar bedding (but not backing ) and rubbish off the premises complete all as specified and directed. |
| 34 | Dismantling posts or struts (woo, steel or RCC) any section, incl taking out embedded portion & making good disturbed ground, post embedded in concrete, brick work, masonary etc. |
| 35 | Excavating in post holes in Soft/loose Soil (or similar holes) each not exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, |
| 36 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation etc, complete all as specified & directed |
| 37 | S&F Prepainted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including dismantling of plain or corrugated AC sheeting any gauge thickness as in roof covering, complete all as specified and as directed. |
| 38 | S & F Pre-painted galvatume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour as in ridges hips, vally gutter, drip and straight flashing, fixed with self tapping screws etc including dismantling of plain or corrugated AC sheetingcomplete all as specified and directed |
| 39 | S & F for 2 mm thick fibre glass reinforced translucent corrugated sheeting with additional reinforcement of chicken mess with two corrugation side lap fixed with 'L' or 'J' type or crancked hook bolts including dismantling of of existing sheeting of any type, complete all as specified and directed. |
| 40 | M&L for Demolition of cement concrete (unreinforced) in ground floor or in any position and paving not exc. 15 cm thick (below or above ground level) including removal debris out side MoD Land complete all as specified and as directed. |
| 41 | M & L for Plain cement concrete 1:2:4 type B-2, using 40mm graded crushed stone aggregates as in surfaces channels and drain complete all as specified and directed. |
| 42 | Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete, using extra cement including forms, moulds mitred/stopped ends etc. complete all as specified and directed. |
| 43 | S&F Precast SFRC square or rectangular manhole/drain cover 75 mm thick with frame medium duty conforming to IS-12592 including demolition of existing slab covers, including necessary reinfocement, complete all as specified and as directed. |
| 44 | M & L for 75 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing completed all as specified and directed. |
| 45 | M & L for Machine pressed precast conctete interlocking paver block of any shape and size (Two colour combination) conforming to IS 15658-2006 of60 mm thick, M-40 Grade laid dry in floor/path complete all as specified and as directed. |
| 46 | M&L for 25mm thick Sand filling under floors or in foundations including watering and consolidation etc complete all as specified and directed. |
| 47 | M&L for chequered cement concrete tiles with mixture of white and grey cement in equal proportion and no pigments of size 30cmx30cmx25 mm thick,set, jointed and pointed in neat cement surry in floors including 20 mm thick screed bed in CM 1:6 for laying floor tiles complete all as specified and diected. |
| 48 | M&L for out door coloured ceramic heavy duty tiles 10 to 15 mm thick (square/rectangle) area of each tiles n exc 0.16 sqm in floors etc set, jointed and pointed in white or coloured to match over and including 15mm thick screed bed in CM 1:6 complete tiles as specified and diected. |
| 49 | Providing and fixing factory made WPC railing combining WPC board 24 mm thick Fancy designer type grating and including WPC frame 100% solid WPC (wood polymer composite) railing of required length and of 60CM to 75CM height , comprising of virgin PVC resin of K value 58-60 (Suspension Grade), Calcium Carbonate and natural fibres (Wood Powders/rice husk//wheat husk) and non toxic additives, made from single extrusion process, WPC foam board with having minimum density 650kg/cbm and WPC frame having minimum density 780kg/cbm manufactured by \\"RAJSHRI\\" an ISO 9001-2015 certified Company, having good screw holding capacity (screw withdrawal strength of 2000N (Face) & 1100N (Edge) , Minimum comprising of 50N/mm2, Modules of elasticity 850N/mm2 and resistance of speed of flame of class A category with property of being termite/Borer free water /Moisture proof and fire resistance. For WPC railing WPC jali to be fixed with inclWPC frame of size 75x50mm with necessary supporting lengths at vertical as well as horizontal at wall frames to be fixed with 3\\"x3\\" GI 'L' or SS cleats to support vertical frame lengths including taking down exisitng RCC Jali complete all as specified and as directed incluidng taking down exisitng RCC Jali(Make : Rajshree or equivalent) (Note : The said item shall be fixed for view cutter in any positions as requirement at site) |
| 50 | M&L of factory made Fiberglass Reinforced Plastics (FRP) “CHAJJA” of “Fibreways” brand or equivalent 4mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos. vertically and 1 no. horizontally 50x2mm thick M.S. Flat with 12mm in built hole for grouting on the existing wall along with the 50mm flanges duly inserted and sealed in the wall complete using silicon sealant from top and bottom to make it waterproof in one single piece casted monolithically including all necessary fittings complete all as specified and directed. The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746 duly reinforced with fiberglass chopped strand mat (CSM) as per IS: 11551, complete with protective Gelcoat UV coating on top for complete resistance from the extreme of temperature, weather & sunlight complete all as specified and directed.Note: All fittings/fixtures including in above quote rates. |
| 51 | Disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading and disposal at an approved Municipal dumping ground outside Defence land (MoD land), for all leads and all lifts, complete all as specified and as directed by the Engineer-in-Charge.Notes:1. Photographic Evidence: The contractor shall submit clear photographic evidence in support of disposal of building rubbish/malba, similar unserviceable, dismantled or waste materials, indicating the condition of the site before loading, during transportation and after unloading at the approved Municipal dumping ground. The photographs shall preferably be geo-tagged and date-stamped and shall form part of the record for verification and payment purposes. 2. Certification by Engineer-in-Charge: Completion of whole work in this BOQ shall be deemed to have been achieved only after certification by the Engineer-in-Charge that no building rubbish/malba, similar unserviceable, dismantled or waste materials have been left at the site and that the site has been thoroughly cleared and cleaned to his satisfaction. 3. Each load shall comprise a minimum carrying capacity of 5.00 cubic metres (Cum). Payment under this item shall be made on a per-load basis for loads conforming to the above minimum capacity and duly verified by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
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