Delhi Urban Shelter Improvement Board has published Tender For Mla Lad Fund Improvement Of Existing Open Area At Gandhi Smarak Near Ram Dwara Kaseruwalan Pahar Ganj By Providing Kota Stone Flooring Cc Paver Block And Construction Of Boundary Wall In Ac 23 Karol Bagh. Submission Date for this Tender is 10-10-2019. Paver Blocking Tenders in Karol Bagh Delhi. Bidders can get complete Tender details and download the document.
| N.O.W. : MLA LAD Fund. Sub-Head : Improvement of Existing open area at Gandhi Smarak Near Ram Dwara Kaseruwalan Pahar Ganj, by providding Kota Stone Flooring, CC Paver Block & Construction of Boundary Wall in AC-23 Karol Bagh. | |||||
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| 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.\r\nAll kinds of soil.\r\n | 78.92 | cum | |
| 2 | 2 | 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.\r\n | 15 | cum | |
| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\r\n1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).\r\n | 16.28 | cum | |
| 4 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\r\nCement mortar 1:4 (1 cement : 4 coarse sand)\r\n | 61.85 | cum | |
| 5 | 5 | 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)\r\n | 21.92 | sqm | |
| 6 | 6 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.\r\n | 21.92 | sqm | |
| 7 | 7 | 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 :\r\nCement mortar 1:4 (1 cement : 4 coarse sand)\r\n | 32.37 | cum | |
| 8 | 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\r\n1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).\r\n | 4 | cum | |
| 9 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\r\nCold twisted bars\r\n | 500 | Kg | |
| 10 | 10 | Centering and shuttering including strutting, propping etc. and removal of form for:\r\n\r\nEdges of slabs and breaks in floors and walls\r\nUnder 20 cm wide\r\n | 178.18 | metre | |
| 11 | 11 | Centering and shuttering including strutting, propping etc. and removal of form for:\r\n\r\nWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.\r\n | 16.95 | sqm | |
| 12 | 12 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :\r\n1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).\r\n | 1.99 | cum | |
| 13 | 13 | 12 mm cement plaster of mix :\r\n1:4 (1 cement: 4 fine sand)\r\n | 74.25 | sqm | |
| 14 | 14 | 15 mm cement plaster on the rough side of single or half brick wall of mix :\r\n1:4 (1 cement: 4 fine sand)\r\n | 27.12 | sqm | |
| 15 | 15 | 24mm thick Washed marble stone chips plaster on exterior walls of height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 12 mm thick cement plaster 4:7 (4 cement: 7marble chips 4 mm size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the marble chips ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).Using ordinary cement in top layer.\r\n | 175.36 | sqm | |
| 16 | 16 | Forming groove of uniform size 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 :\r\n15 mm wide and 15 mm deep groove\r\n | 300 | metre | |
| 17 | 17 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.\r\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works\r\n | 1918.5 | kg | |
| 18 | 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :\r\nTwo or more coats on new work\r\n | 59.75 | sqm | |
| 19 | 19 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.\r\n | 80.39 | sqm | |
| 20 | 20 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.\r\n | 59 | sqm | |
| 21 | 21 | Half brick masonry 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.\r\nCement mortar 1:4 (1 cement :4 coarse sand)\r\n | 3 | sqm | |
| 22 | 22 | 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.\r\n | 283.22 | kg | |
| 23 | 23 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete :\r\nRed sand stone slab\r\n40 to 50 mm thick\r\n | 7.35 | sqm | |
| 24 | 24 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.\r\n40 mm thick with 20 mm nominal size stone aggregate\r\n | 10.25 | sqm | |
| 25 | 25 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\r\n0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conform- ing to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 ce- ment : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 2 | each | |
| 26 | 26 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :\r\n100 mm diameter\r\n | 5 | metre | |
| 27 | 27 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :\r\n200 mm diameter\r\n | 15 | metre | |
| 28 | 28 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :\r\n100 mm diameter S.W. pipe\r\n | 5 | metre | |
| 29 | 29 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :\r\n200 mm diameter S.W. pipe\r\n | 15 | metre | |
| 30 | 30 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :\r\n100 mm inlet and 100 mm outlet\r\nSand Cast Iron S&S as per IS: 1729\r\n | 2 | each | |
| 31 | 31 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:\r\n100x100 mm size P type\r\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\r\n | 2 | each | |
| 32 | 32 | Providing and fixing white vitreous china water closet squatting pan (Indian type) :\r\nOrissa pattern W.C. pan of size 580x440 mm\r\n | 1 | each | |
| 33 | 33 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. INTERNAL WORK - EXPOSED ON WALL\r\n15 mm dia nominal bore\r\n | 20 | metre | |
| 34 | 34 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. INTERNAL WORK - EXPOSED ON WALL\r\n20 mm dia nominal bore\r\n | 20 | metre | |
| 35 | 35 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.\r\nCircular tank\r\n | 500 | per litre | |
| 36 | 36 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).\r\nLight shade pigment using white cement\r\n | 114.72 | sqm | |
| 37 | 37 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer- in-Charge.\r\n60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.\r\n | 308.92 | sqm | |
| 38 | 38 | Providing and laying dry brick aggregate 40 mm nominal size in foundation & plinth or under floors at all levels including spreading and ramming in layers as directd by Engineer in charge.\r\n | 30.89 | Cu.m. | |
| 39 | 39 | 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) :\r\n25 mm thick\r\n | 221.03 | sqm | |
| 40 | 40 | 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.\r\n | 10 | sqm | |
| 41 | 41 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.\r\n | 27.51 | sqm | |
| 42 | 42 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.\r\n8mm thick\r\nGranite of any colour and shade\r\n | 29.5 | sqm | |
| 43 | 43 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge:\r\nAll kinds of soil\r\n | 308.92 | sqm | |
| 44 | 44 | Finishing walls with water proofing cement paint of required shade :\r\nNew work (Two or more coats applied @ 3.84 kg/10 sqm)\r\n | 22.658 | sqm | |
| 45 | 45 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\r\nUsing flats 30x6mm for diagonal braces and central cross piece\r\n | 3.15 | sqm | |
| 46 | 46 | Providing and fixing PTMT bib cock of approved quality and colour.\r\n15mm nominal bore, 86 mm long, weighing not less than 88 gms\r\n | 3 | each | |
| 47 | 47 | Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead :\r\n210 x 120 cm (outside to outside)\r\n | 1 | each | |
| 48 | 48 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.\r\n | 50 | cum | |
| 49 | 49 | Cost Index @(+)17.65% on SR&DR | item9 | 1 | Nos |
| 50 | 50 | As per GNCTD Order @ (-)9.5% | 1 | Nos |
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