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| 1 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 5 | Cleaning & Desilting of peripheral and internal S.W. drain of any width & depth, including taking out dry/wet/semi wet sludge, silt and malba rubbish etc. (i/c any dead animal etc.) and disposal of the excavated material for all lead & all lift/depth at approved Municipal dumping ground or under water/ liquid mud includng pumping out of water, if required in or under foul condition etc all complete as per direction of Engineer-in-charge. Payment shall be made as per plan area of executed drain only. (Before & after drain cleaning photographs has to be submitted by agency) |
| 6 | 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. |
| 7 | 12 mm cement plaster of mix:- 1:4 (1 cement : 4 coarse sand) |
| 8 | Neat cement punning |
| 9 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 10 | Deduct for taking out existing kerb Stone of all types from footpath/central verge including removal of mortar etc. The Kerb stone etc are property of agency (deduction for same being made as same credit to the DDA) as per direction of Engineer-in-Charge. Note:- Whole cubic content of the Kerb Stone shall be measured for deduction irrespective of quantum of unserviceable & serviceable kerbs stone. Note : The decision of Engineer-in-charge shall be final and binding. |
| 11 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge. All kinds of soil |
| 12 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Minimum cement content considered in this item is @ 220 kg/cum. Extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls: Under 20 cm wide |
| 15 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per 1S: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note:- Minimum cement content considered in this item is @ 350 kg/cum. Extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. All Works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Providing and laying tactile tile (for vision impaired persons as per standards) of Yellow colour having size 300x300x25 mm in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile, including rubbing and cleaning etc. complete on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) as per direction of Engineer-in-charge. |
| 18 | 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).Ordinary cement without any pigment |
| 19 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 20 | 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 making drainage opening wherever required complete etc. as per direction of Engineer in- charge (Length of finished kerb edging shall be measured to calculate volume for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 21 | Providing and Fixing Cylindrical Bollards 200 mm (Top Dia)* 200 mm (Bottom Dia) & 950 mm height manufactured by using M-30 grade of concrete using vibro compaction process reinforced with 5 nos longitudinal bar of 8 mm diameter, 5 nos ring of 8 mm diameter including necessary excavation and cement concrete/epoxy etc. all complete as per direction of Engineer-in-Charge. |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 23 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. |
| 24 | 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 : 250 mm dia. R.C.C. pipe |
| 25 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:2:4 (1 cement : 2 coarse sand (zonelll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 26 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 27 | Deduct for taking out existing CC interlocking paver blocks from footpath/ central verge including removal of rubbish etc. The paver block, bed sand etc are property of agency (deduction for same being made as same credit to the DDA) as per direction of Engineer-inCharge. Note:- Whole area shall be measured for deduction irrespective of quantum of unserviceable & serviceable paver block. |
| 28 | Deduct for taking away the unserviceable steel/M.S Scrap/M.S.Grill received from site of work by any means complete in all aspect as per the direction of Engineer-in-Charge. |
| 29 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 30 | Cold milling of existing bituminous layer as per direction of Engineer-in-charge by milling machine to make uniform surface with required slope/camber without disturbing the base layer, cleaning the surface after cold milling, removable/cleaning/brooming of the surface and removing left out material, loading the milled material into tippers and removing/ disposal to hot mix plant or any other approved dumping location including loading unloading for all leads and lifts etc. all completes as per the direction of Engineer in Charge. Manual miling will be permissible only with the approval of Engineer-in-Charge, where mechanical mililing is not possible. Any camber correction, If required in the pavement should be taken care of during milling only and nothing extra will be payable on this account. Area and laid compacted thickness shall be measured for calculating volume of bituminous layer on the basis of level. |
| 31 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface 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. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 32 | 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. 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. |
| 33 | 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. |
| 34 | 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 75 mm 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. |
| 35 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 36 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm |
| 37 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 38 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 39 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-incharge : Water bound macadam road/ WMM |
| 40 | Providing and laying design mix cement concrete of M-40 grade, in roads/taxi tracks/runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars and chairs wherever required, separation membrane between DLC and PQC in the form of a polythene sheet having thickness of 125 micron, thin plastic sheath to cover dowel bars for a least 30 cm from one end, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy MS channel sections, curing, primer, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide X 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-Charge (Item of joint fillers, sealants, dowel bars with sleeve/tie bars and chairs to be paid separately). Note:- Minimum cement content considered in M-40 is 400 kg/cum. Extra cement used than specified minimum cement content is not payable, whereas recovery shall be affected for less cement used than specified minimum cement content. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transporation to site in transit mixer. |
| 41 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-inCharge. |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 43 | Temporary installation of diesel pump set having capacity 16 KL/h or more as per requirement/site condition or as per direction of Engineer-in-charge for dewatering of water/waster water from drain including pump operator, security arrangement,diesel and Pipes of all length and diameter whatever required as per site etc. all complete as per direction of Engineer-in-charge. |
| 44 | Credit for salvage value of the milled bituminous concrete material received from cold milling shall be taken over & will be the property of the contractor and removed from the site by the contractor as per direction of Engineer-in-charge. Area and laid compacted thickness shall be measure for calculating volume of Bituminous layer on basis of level. |
| 45 | Disposal of Excavated Earth/ building rubbish /malba / similar unserviceable, dismantled or waste materials by mechanical means i/c loading, transporting, unloading to C&D waste plant at Burari/shastri Park/Bakkarwala or any other approved municipal dumping ground or as approved by Engineer-in-charge beyond 50 m initial lead, for all leads including all lifts involved. Charges borne by agency on account of disposal at C& D waste plant shall be reimbursed by the department on actual basis after the submission of receipt of the municipal plant by the contractor etc. all complete as per direction of Engineer-in-charge. |
| 46 | Total after GST correction factor @ 0.973=97483526.00 |
| 47 | Cost Index @ 4.03% except on Item No 17, 21 & 30 Please Enable Macros to View BoQ information |
