Public Works Department-PWD has published Strengthening Of Road Of Parade Ground And Admin Block With Construction Of Main Gate And Guard Room Of Parade Ground At Cti Building , Raja Garden , New Delhi Strengthening Of Road Of Parade Ground And Admin Block With Construction Of Main Gate And Gua. Submission Date for this Tender is 30-05-2020. Road Work Tenders in work Delhi. Bidders can get complete Tender details and download the document.
| Name of Work : Strengthening of road of parade ground and admin block with construction of main gate and guard room of parade ground at CTI Building, Raja Garden, New Delhi. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : | |||
| 2 | 1.1 | All kinds of soil | 1780 | sqm | |
| 3 | 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | |||
| 4 | 2.1 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | 100 | metre | |
| 5 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||
| 6 | 3.1 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 49 | cum | |
| 7 | 4 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 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 finishing the top smooth. | 36 | sqm | |
| 8 | 5 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||
| 9 | 5.1 | 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 5 | cum | |
| 10 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for : | |||
| 11 | 6.1 | Foundations, footings, bases of columns, etc. for mass concrete | 25 | sqm | |
| 12 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||
| 13 | 7.1 | Thermo-Mechanically Treated bars | 500 | kg | |
| 14 | 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | |||
| 15 | 8.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 31 | cum | |
| 16 | 9 | 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 : | |||
| 17 | 9.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | 16 | cum | |
| 18 | 10 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade | |||
| 19 | 10.1 | Area of slab over 0.50 sqm | 31 | sqm | |
| 20 | 11 | 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. | 500 | kg | |
| 21 | 12 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 500 | kg | |
| 22 | 13 | 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. | |||
| 23 | 13.1 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 1250 | kg | |
| 24 | 14 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | 1800 | kg | |
| 25 | 15 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. | |||
| 26 | 15.1 | Red sand stone | 264 | sqm | |
| 27 | 16 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. | |||
| 28 | 16.1 | Size of Tile 600x600 mm | 65 | sqm | |
| 29 | 17 | 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 : Red sand stone slab | |||
| 30 | 17.1 | 40 to 50 mm thick | 20 | sqm | |
| 31 | 18 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | |||
| 32 | 18.1 | 110 mm diameter | 6 | metre | |
| 33 | 19 | 12 mm cement plaster of mix : | |||
| 34 | 19.1 | 1:6 (1 cement: 6 coarse sand) | 222 | sqm | |
| 35 | 20 | 15 mm cement plaster on rough side of single or half brick wall of mix : | |||
| 36 | 20.1 | 1:6 (1 cement: 6 coarse sand) | 156 | sqm | |
| 37 | 21 | 6 mm cement plaster of mix : | |||
| 38 | 21.1 | 1:3 (1 cement : 3 fine sand) | 120 | sqm | |
| 39 | 22 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : | |||
| 40 | 22.1 | New work (two or more coats) over and including water thinnable priming coat with cement primer | 283 | sqm | |
| 41 | 23 | Finishing walls with Acrylic Smooth exterior paint of required shade : | |||
| 42 | 23.1 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 363 | sqm | |
| 43 | 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | |||
| 44 | 24.1 | Two or more coats on new work | 540 | sqm | |
| 45 | 25 | 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. | 300 | cum | |
| 46 | 26 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion | |||
| 47 | 26.1 | On bituminous surface @ 0.25kg/sqm | 7355 | sqm | |
| 48 | 27 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | |||
| 49 | 27.1 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 148 | cum | |
| 50 | 28 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. | |||
| 51 | 28.1 | 40/50 mm compacted thickness with bitumen of grade VG-30 @5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | 223 | cum | |
| 52 | 29 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour ,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | 300 | sqm | |
| 53 | 30 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. | 350 | Sqm | |
| 54 | 31 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks 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 fine 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 jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge. | |||
| 55 | 31.1 | 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. | 408 | sqm | |
| 56 | 32 | Providing and placing in position 100mm thick factory made machine batched & machine mixed precast R.C.C. Rectangular Covers on drain of footpath of various sizes of M-25 grade cement concrete for RCC work including cost of centring shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encasted on all edges with 1.6mm thick 100mm wide MS sheet duly painnted over priming coat, reinforcement to welded on edges with MS sheet and providing 2 nos 12mm dia bar for hooksetc i/c cost of cartage all lead and lift, handling at site etc. all complete as per direction of Enginner-in-Charge. | 50 | sqm | |
| 57 | 33 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 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. | 2000 | per litre | |
| 58 | 34 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | |||
| 59 | 34.1 | 300 mm dia. R.C.C. pipe | 100 | metre | |
| 60 | 35 | Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : | |||
| 61 | 35.1 | Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10 | 10 | each | |
| 62 | 36 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : | |||
| 63 | 36.1 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 20 | each | |
| 64 | 37 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion | |||
| 65 | 37.1 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | 25 | kg | |
| 66 | 37.2 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron) | 20 | kg | |
| 67 | 38 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : | |||
| 68 | 38.1 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | 20 | sqm | |
| 69 | 39 | Grading roof for water proofing treatment with | |||
| 70 | 39.1 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2 | cum | |
| 71 | 40 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | 30 | each | |
| 72 | 41 | Add Cost Index @ 15.69% on DSR Items S.No. 1 to 40 i.e. on Rs. 60,86,246/- | 1 | nos | |
| 73 | 42 | Less @ 9.5% as per Circular on Rs. 70,41,178/- | 1 | nos |
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