Delhi Development Authority-DDA has published Maintenance Of Completed Scheme Under N . A-Ii/Sz Construction Of Site Office And P/F Porta Cabin For Security Guard And Other Misc . Work In Vasant Udyan At Vasant Vihar. Submission Date for this Tender is 03-07-2020. Civil Work Tenders in EE/SMD-2/DDA, Vasant Kunj, New Delhi -110070 Delhi. Bidders can get complete Tender details and download the document.
| Name of Work M/o Completed scheme under N.A-II/SZ.. Sub Head Construction of site office & p/f porta cabin for security guard and other misc. work in Vasant udyan at Vasant Vihar | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a) All kinds of soil. | 9 | cum | |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) | 3 | cum | |
| 3 | 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: a) Cement mortar 1:4 (1 cement : 4 coarse sand) | 9 | cum | |
| 4 | 4 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) | 4 | sqm | |
| 5 | 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 6.6 | cum | |
| 6 | 6 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 6.5 | cum | |
| 7 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. (a) Thermomechanically treated bar of grade FE 500D grade. | 865.5 | kg | |
| 8 | 8 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | 16 | sqm | |
| 9 | 9 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :a) 25 mm thick | 16 | sqm | |
| 10 | 10 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | 1.5 | sqm | |
| 11 | 11 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 9 | sqm | |
| 12 | 12 | 6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand) | 16 | sqm | |
| 13 | 12.1 | 12 mm cement plaster of mix : a) 1:6 (1 cement: 6 coarse sand) | 43 | sqm | |
| 14 | 12.2 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) \n | 54 | sqm | |
| 15 | 13 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. | 113 | sqm | |
| 16 | 13.1 | Distempering with oil bound washable distemper of approved brand\nand manufacture to give an even shade :\n13.41.1 New work (two or more coats) over and including water\nthinnable priming coat with cement primer sqm 153.45 | 113 | sqm | |
| 17 | 14 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. | 89 | kg | |
| 18 | 15 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. (For the purpose of measurement the entire treated surface will be measured.) | 42 | sqm | |
| 19 | 16 | Renewing glass panes, with putty and nails wherever necessary\nincluding racking out the old putty: Float glass panes of nominal thickness 5 mm (weightnot less than 12.5kg/sqm) | 9 | sqm | |
| 20 | 17 | Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 56 | kg | |
| 21 | 18 | Providing and fixing ISI marked flush door shutters conforming to IS :\n2202 (Part I) non-decorative type, core of block board construction with\nframe of 1st class hard wood and well matched commercial 3 ply\nveneering with vertical grains or cross bands and face veneers on both\nfaces of shutters:(A) 30 mm thick including ISI marked Stainless Steel butt hinges\nwith necessary screws . | 4 | sqm | |
| 22 | 19 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.\n | 1 | each | |
| 23 | 20 | Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :(a) 250x16 mm | 1 | each | |
| 24 | 21 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10 mm | 2 | each | |
| 25 | 22 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : a) 125 mm | 2 | each | |
| 26 | 23 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (a)single rubber stopper. | 1 | each | |
| 27 | 24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 3 | cum | |
| 28 | 25 | P/f in position porta cabin for security guard (5.4’x4.4’ size ) consisting of flush door with vision glass side wall consisting of sandwiched wall vanels of 50 mm thick made out of both side 6 mm thick cement fiber board in between thermocol of 38 mm thick including double plant roof consisting of roof panel 75 mm thick insolated panels made out of 0.5 mm GI sheet on both side with insulations of thermo code of 75 mm thick, flooring consisting of bison board 1.6 mm and puc sheet on top roofing of MS tubular pipes having three A/m glass windows (two fix and one sliding) of size 2.5ft x2.5sft (1 nos), 1.5x2.5 ft (2 No) finished with texture coating / paint where ever required inner and outer side surface of the paneled completed in all respect as per direction of engineer in charge. | 4 | each | |
| 29 | 26 | Centering and shuttering including strutting, propping etc. and removal of form for : (a)Suspended floors, roofs, landings, balconies and access platform .\n\n | 44 | sqm | |
| 30 | 27 | Centering and shuttering including strutting, propping etc. and removal of form for(a)Lintels, beams, plinth beams, girders, bressumers and\ncantilevers . | 7 | sqm |
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