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| Sl. No. | Item Description |
| 1 | DSR 2023 Items for Civil Work |
| 2 | Schedule-BNDSR Items - Civil Works |
| 3 | Schedule-BNDSR Items - Structure Steel Works |
| 4 | DSR 2025-Horticulture Work |
| 5 | DSR 2025-Electrical Work Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines BILL OF QUANTITIES PREAMBLE S. No. Description |
| 6 | The Bill of Quantities shall be read in conjunction with Instructions to Tenderers, Form of Tender, General and Special Conditionsof Contract. Notice Inviting Tender, Technical Specifications, Employer’s Requirements including Appendices, Conditions of Contract on Safety & Health and Environment, Tender Drawings and Geotechnical Investigation Reports. |
| 7 | Contractor before quoting the rate shall carefully read Key Dates as mentioned in Employer's Requirement -Appendix - 2B. |
| 8 | Schedule ‘A ’ consists of DSR (Civil) 2023 items , The tenderer has to quote percentage above/below/at par rates against Schedule A. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge.In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjuction with latest CPWD specifications. |
| 9 | Schedule B1 & B2 consists of Non-Scheduled Items for civil work. The tenderer has to quote percentage above/below/At par against Schedule-B1 & B2. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge. |
| 10 | Schedule ‘C ’ DSR 2025 - Horticulture & Landscaping items. The tenderer has to quote percentage above/below/at par rates against Schedule C. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge.In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjuction with latest CPWD specifications. |
| 11 | Schedule ‘D ’ consists of DSR (E&M) 2025 items. The tenderer has to quote percentage above/below/at par rates against Schedule E. The payment against this head will be made on the basis of quantities executed, measured and certified and as per the direction of the Engineer-in-charge.In case of any discrepancy in the description of items, the description as mentioned in the DSR published by CPWD shall prevail. All DSR items should be read in conjunction with the latest CPWD specification. |
| 12 | The rates and prices to be tendered in the Bill of Quantities of Schedule ‘A’, Schedule ‘B’, Schedule ‘C’, Schedule ‘D’ are for completed works and finished items and complete in all respects & to be carried out as per the description of items and relevant specifications. |
| 13 | The rates and prices are for miscellaneous civil work and complete in all respect.It will be deemed to include cost of all plants, labour, supervision, materials, scaffolding for masonry work & any work etc., G.I. binding wire, all lead & lifts, carriage, transport, all temporary works, erection, maintenance, utility identification, survey, all other works mentioned in all Employer’s Requirements including appendices, Conditions of Contract on Safety & Health and Environment, contractor’s profit and establishment/overheads, together with preparation of design and drawings, all general risks, insurance liabilities, compliance of labour laws and obligations set out or implied in the contract. For taxes and duties, refer clause 11.1.1 of General Condition of Contract (Dec 2025) and C2.6 of ITT. |
| 14 | If the tenderer fails to quote rates against any item, the tender will be treated as incomplete and non-responsive and shall be rejected. |
| 15 | All the unit rates and amounts should be filled in figures only. In case of any discrepancy between amount quoted in figures and in words, the amount in figures shall be treated as sacrosanct. |
| 16 | The Financial Package (Pricing Document) must be uploaded by the same person who is authorized as per the submitted Power of Attorney (POA) and who has uploaded the Technical Package using a valid Class-II/III digital signature on behalf of the Tenderer. |
| 17 | The Schedules of Payment/Specified in Annexure-1 of Schedule A & Annexure-2 of Schedule B are purely for the purpose of releasing ‘On Account Payments’ for the work executed under the ‘Item rate’ component of the work. The work executed against the BOQ items in Schedule C, D & E would be paid on measurement basis. |
| 18 | For the purpose of payment: -a) In Schedule A, the proportion would be considered as Overall percentage 100% i.e quoted lump sum price of Schedule-A has been divided in three Heads. The Percentage breakup of cost component for Sub-Head 'A1' General is 10% of lump sum quoted price, Sub-Head 'A2' Main Building is 75 % of lump sum quoted price, Sub-Head 'A3 ' Residential Building is 15 % of lump sum quoted price.Total Cost of Sub-Head “A1” (General) = 0.10 of X Total Cost Sub-Head of “A2 ” (Main Building - Block A) = 0.75 of X Total Cost of Sub-Head “A3 ” (Residential Building) = 0.15 of XX = Lump sum quoted price of \\"Sch-A\\". |
| 19 | The rates and prices of the tender shall be inclusive of GST and all applicable taxes as on last date of tender submission on e-procurement site. Further, For taxes and duties, refer clause 11.1.1 of General Condition of Contract and C2.6 of ITT. |
| 20 | The Contractor may raise their ‘On Account’ payments on monthly basis as per the status of work on the last day of the respective month. |
| 21 | VARIATION (Applicable for Schedule ‘A’: Lump-sum portion of the Works): In case of variation in the floor area of any building at each level on either side i.e. increase or decrease with respect to the area shown in the Tender Drawings, the total value will get modified accordingly on prorata basis of floor area. For example, if, Total Floor area Xt as per tender drawings and Xe is the total floor area constructed then the revised value will be A x (Xe/ Xt) |
| 22 | VARIATION in Schedule B: Lump-sum portion of the Works a VARIATION (Applicable for 55% value of Schedule ‘B’: Lump-sum portion of the Works): In case of variation in the floor area of any building at each level on either side i.e. increase or decrease with respect to the area shown in the Tender Drawings, the total value will get modified accordingly on prorata basis of floor area. For example, if, Total Floor area Xt as per tender drawings and Xe is the total floor area constructed then the revised value will be A x 0.55x(Xe/ Xt) b For item like kVA of DG set, PSS, UPS, Solar water heating system and lift, variation will be done as per CPWD PAR 2025 rates. Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines Summary of BOQ Sl. No. DESCRIPTION Estimate Amount Inclusive of GST 18% Basic Amount Without GST GST Amount @18% Remarks |
| 23 | Schedule-A |
| 24 | Schedule-B (i) Schedule-B1 NDSR Items - Civil Works 18385541.98 15580967.78 2804574.2 (ii) Schedule-B2 NDSR Items - Structure Steel Works 18520030.2 15694940.85 2825089.35 |
| 25 | Schedule-C |
| 26 | Schedule-D Total Amount (A + B + C + D ) = 99034817.22 83927811.21 15107006.02 Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines Summary of Schedule-A (Civil DSR 2023) S. No. Description Estimate Amount Inclusive of All Taxes Remarks |
| 27 | Carriage of material |
| 28 | Earth Work |
| 29 | Concrete Work |
| 30 | RCC Work |
| 31 | Form Work |
| 32 | Reinforcement work |
| 33 | Masonry Work |
| 34 | Steel Work |
| 35 | Finishing Work |
| 36 | Road Work |
| 37 | Waterproofing work |
| 38 | Any Other DSR 2023 Items Total of Schedule-A (Civil DSR 2023 Items) 57946075.39 Total of Schedule-A (Civil DSR 2023 Items) after applying multiplication factor of 0.973 over DSR 2023 56381531.35 Add 3% Cost Index 58072977.29 Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines Schedule-A (Civil DSR 2023) Sr. no. DSR Civil 2023Item No. Description Unit Rate (Rs) Qty Amount Remarks Carriage of material |
| 39 | 1.1.18 Total Carriage of material 988200.0 Earth work |
| 40 | 2.6.1 |
| 41 | 2.10 2.10.1 All kind of soils |
| 42 | 2.10.1.1 |
| 43 | 2.10.1.2 |
| 44 | 2.10.1.3 |
| 45 | 2.26.1 |
| 46 | 2.27 Total Earth Work 244525.75 Concrete Work |
| 47 | 4.1.3 |
| 48 | 4.7.1 Total Concrete Work 1145635.0 Reinforced cement Concrete (RCC) |
| 49 | 5.1.3 |
| 50 | 5.33.2 |
| 51 | 5.33.2.1 |
| 52 | 5.33.2.2 |
| 53 | 5.33.2.4 |
| 54 | 5.43.1 |
| 55 | 5.44.1 |
| 56 | 5.44.2 Total RCC Work 6270173.95 Form work |
| 57 | 5.9 5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Sqm 392.15 100.0 39215.0 |
| 58 | 5.9.5 |
| 59 | 5.9.6 Total Form Work 208985.0 Steel reinforcement |
| 60 | 5.22A |
| 61 | 5.22A.6 |
| 62 | 5.29.2 |
| 63 | 5.29.2.2 Total Reinforcement work 2748540.4 MASONRY WORK |
| 64 | 6.1.1 |
| 65 | 6.47 Total Masonry Work 1663520.0 Steel work |
| 66 | 10.16.2 |
| 67 | 10.25 |
| 68 | 10.25.2 |
| 69 | 10.27 |
| 70 | 10.27.3 |
| 71 | 10.27.4 |
| 72 | 10.28 Total Steel Work 1921490.0 FINISHING |
| 73 | 13.80 |
| 74 | 13.41 |
| 75 | 13.41.1 |
| 76 | 13.52 |
| 77 | 13.52.1 |
| 78 | 13.52.2 |
| 79 | 13.62 |
| 80 | 13.62.1 Total Finishing Work 836775.0 Road Works |
| 81 | 16.30.2 |
| 82 | 16.54 |
| 83 | 16.54.1 |
| 84 | 16.57 |
| 85 | 16.57.1 |
| 86 | 16.77 |
| 87 | 16.53 |
| 88 | 16.68 |
| 89 | 16.69 |
| 90 | 16.71 |
| 91 | 16.75 |
| 92 | 16.78 |
| 93 | 16.78.2 |
| 94 | 16.81 |
| 95 | 16.91 |
| 96 | 16.91.1 |
| 97 | 16.93 Total for road work 31783022.79 |
| 98 | 22.7.1 |
| 99 | 22.22 |
| 100 | 22.23 |
| 101 | 22.23.1 |
| 102 | 22.23.2 Total Waterproofing work 135207.5 |
| 103 | Total of Schedule-A (Civil DSR 2023 Items) 57946075.39 Total of Schedule-A (Civil DSR 2023 Items) after applying multiplication factor of 0.973 over DSR 2023 56381531.35 Add 3% Cost Index 58072977.291 Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines Schedule-B-1, (NDSR Items - Civil Works) Item No. Description Unit Schedule Rate taken from LAR of Conract DC-10AR (12.08.2021) Quoted Above/Below Rate taken from LAR of Conract DC-10AR (LOA Date 12.08.2021) Variable Component in Basic Rate as per PVC clause(85%) Fixed Component in basic rate as per PVC (@15%) Escalated Rates of Variable Component as per PVC formula from Base Month- Jan 2021 to Original Completion Date- Aug-2023.i.e., 12.26% Escalated Rates of Fixed Component Base Month- Jan 2021 to Original Completion Date- Aug-2023. @ 5% p.a. i.e., 12.73% Rate (Escalated Variable + Escalted Fixed ) Rate after escalation from Aug 2023 to Jan-2026 @ 5% per annumi.e 12.10%) Qty Amount Remarks A B C=A+(A*B) D=C*85% E=C*15% F=D+(D*12.26%) G=E+(E*12.73%) H=F+G I=H+(H*12.10%) J K=J*I Base Month- Jan-2021Original Completion-Aug-2023Estimate preparation date- Jan-2026 Flooring Works SS tactile |
| 104 | Supply and installation of SS 316 grade Tactile warning stud and directional strip with carborundum insert of yellow color.Tactile Indicators shall be fixed on granite/marble/tile/concrete substrates with drilling the holes as per Stem size and the hole shall be grouted with the approved adhesive/epoxy , complete in all respect.Hazardous tactile-Shall be installed on the walking surface in a raised grid pattern of dots/ studs/strip. They shall be placed at center to center spacing as specified in drawing or as per guideline of NBC-2016, All work shal be done as per direction of Engineer-in-charge. The rate shall include all material, labour, T&P, transportation etc complete in all respect. |
| 105 | SS 316 Stud ( Button)SS 316 Tactile Indicator Warning Stud with Carborundum Insert of yellow color Size 35mm x 25mm x 5mm: Head dia- 35mm, Carborundum dia- 25mm, thickness of head -5mm, stud dia-6mm, stud/stem height- 12mm. |
| 106 | SS 316 Tactile indicator Directional Strip – SS 316 Tactile Indicator directional strip with Carborubdum Insert of yellow color Size – 35mmx25 mm x 280 mm- Length - 280mm, width - 35mm, Carborundum width -25mm, thickness of strip- 5mm, Stem height- 12mm, stem dia- 6mm. Painting work-Anti carbonanation works 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 107 | Painting by providing and applying alphatic water based acrylic anti-carbonation coatings of 300-400 micron (DFT) ( bond by penetration of the polymetric binder into the concrete substance) of aproved brand and manufactured at the locations & levels, prepared and applied as per manufacturer's at the locations & levels, prepared and applied as per manufacturer's specifications including preparation of surface by filling of pin holes with cement putty, honey-combining with GP -2 mortar, grinding of edges (if requred any) etc complete. The material should have no eletrostatic charge and should be single component, self-priming, fool proof system. The coating should be applied in two tip coats over exterior primer coat of approved brand and manufacture to achiev even shade and colour, all complete as per manufacturer;s specifications and as per directions of Engineer-in-charge. The rate comprises of all additions of expenditure on account of misc and contingencies at any height, including but not limited to scaffolding Hyraulic boomlift/skylift, airless spray machine sytem & safety PPE etc Glass Work 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 |
| 108 | Designing, Providing, erecting and fixing structural glazing unitized using specially designedaluminium grade 63400 WP IS: 733 and ID: 1285 electro colour anodised 25 micron or purepolyester powder coated 65 microns in approved shade and colour through adequately designed MS galvanised / aluminium anchor brackets. The structural glazing design to bebased on rain screen and pressure equalised drainage system. The complete drainage systemto be incorporated in the design which drain water at every transom in the unlikely event thatwater penetrate the pressure seal. This include structural grade and weathering grade siliconsealant ''Dow Corning'' or ''GE Silicon'' or equivalent as per the design requirement. Thisincludes structural designing, shop drawing complete. structural calculations and waterpenetration test as per (Structural Test (Wind load serviceability) - ASTM E 330, WaterPenetration Test - AAMA 501.2).The specified test is to be carried out only for location whereexecuted qty will be more than 50sqm in one go. The structure glazing shall be double glazed laminated of 13.52mm thick ( 2 sheet of 6mm thick toughened glass and 1.52mm thick polyvinyl butyral layer ). The color of glass shall be as per direction of engineer-in-charge or approved by the Architect.Rate are inclusive of all material, labour, tool & plant,machineries, brackets, fasteners, complete in all respects and as per direction of Engineer-in-charge. Glass for Fixed window /Ventilator 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 109 | Supplying,Providing and fixing 6mm clear toughened glass in aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item.) |
| 110 | Supplying,Providing and fixing toilet mirror in 6 mm thick clear float glass bevelled and polished at edge & fixed on wall with 6mm thick hard board backing fixed to wooden cleats with 8mm dia 38mm long stainless steel stud complete. Toilet Cubicles 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 111 | Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm door size width) made of heat, bacteria, water, chemical, scratch,impact and anti bacterial resistant 12mm thick high pressure laminate panels tested in approved laboratory. Finish of the compact laminate should be Suede,Raw silk model includes doors, pilasters & intermediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS-476/97 standard. This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304) as per manufacturer’s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304 Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding. The base of the stainless steel bottom cladding will be anchored to the floor with a clearance height upto 150mm. The top fitting should consist of SS top rail which will get fixed with pilasters. SS wall fixing is used only on the wall which will hold the ss top rail. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 112 | Toilet Cubicle with standard dimension of 2000-2100mm Height x 1000mm Width x 1550mm Depth, which includes 600mm door size width). |
| 113 | Toilet Cubicle I-Shape (Front Partition) with standard dimension of 2000-2100mm Height x 1000mm Width which includes 600mm door size width). |
| 114 | Providing and fixing Urinal partition made of 12 mm thick compact laminate total height1195 mm, Depth 450-500mm, Gap from ground 500 to 600 mm (as per drawing) and fixingToilet UMP (urinal modesty panel) made up of thermosetting resign treated high pressure, selfsupporting decorative compact laminates with permanently incorporate anti-bacterial agents(under JIS Z2801:2000 certification) during manufacturing. Compact board should beresistance to water immersion through permissible increase on thickness and mass <0.60%and board density >1.35kg/cm3 and fulfilled the criteria of green guard gold certification andmanufactured under EN438-2&3:2005 standard. 12mm thick compact board should beMoisture resistant, Impact resistant, termite resistant, Scratch resistant ,Weather and climaticshock resistant. Finish of compact laminates should be suede finish which includes door,pilasters and intermediate panels finished with approved texture/shades as per IS2046 and fulfilled the criteria of fire retardant under BS-476/97 and EN438-6 with classification ofBS1D0 standard. Screw & wall plugs should be approved under the instruction of Engineer-incharge. i)All screw will of 304 grade in SS with stain finish. All pilasters are supported by SS bottom cladding. Stainless steel L clamp is used to attach the divider to the wall, stainless steel L clamp hardware fittings along with SS 304 screws are used to fix the Urinal partitions on the wall. Nos B3 4562.1 0.105 5041.12 4284.95 756.17 4810.28 852.43 5662.71 7303.47 25.0 182586.75 B3 9.2 (i) |
| 115 | Providing and Fixing vinyl sheet of approved colour of 3M graphics print in strips of required size on EFO, lift and fixed glass railing i.e.cutting,pasting and cleaning of glass complete in all respect as per direction of Engineer-incharge. |
| 116 | HDPE + SS Grating Saucer Drain ChannelSupplying, providing and fixing HDPE Saucer drain with SS 316 grade grating on top of HDPE of Lidco/Thermodrain or equivalent make of specified dimensions as per architectural drawings and at required level and slope including the application of silicon sealant for joining with the connecting channel/tee/bends/end cap etc complete with provision of drain out the water to the main drain pipe. |
| 117 | HDPE Polymer Base Channel + SS316 Grating 1.5 Ton Load - Heavy Pedestrian Load, 1Mtr Length X 140mm Channel Width x 100mm ChannelHeight. |
| 118 | Supply, placing & fixing in position precast bollard of Overall Dimensions: 950 mm Height X 150mm dia as per manufacturers specification. The bollard is reinforced with 4 Nos, 8 mmdia – 950 mm long & 4 Nos 12 mm dia – 450mm long & 4 Nos 4 mm dia – Stirrups at 150mm c/c. The bollard is manufactured with cement concrete of mix M – 30 grade by vibro compaction method using FRP/steel moulds, so as to achieve shuttering finish. The bollard should embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing. The Contractor shall submit the sample of bollards and get the approval of engineer-in-charge prior to execution of work. |
| 119 | Providing & fixing promaseal bulkhead system of promaseal make as per BS 476 part 20, to provide fire resistance of minimum 120 minutes in concrete/ block/brick/panel wall sub floors consisting 50 mm thick two layers of rock wool panel insert (o minimum 144 kg/m3 density) sealed with fire rated paneled seat at both faces clamping and holding structure and fire proof coating of up to 1m distance on either side on seal for all cables complete as required by promat (manufacturer) |
| 120 | Proma seal or equivalent acrylic intumescent sealant 2 hours fire rated in accordance withBS 476-Part 20, IS 1530 Part 4 to seal gap & joint in fire rated walls and floors and aroundservice penetration for 25 mm gap and 12 mm depth. |
| 121 | Sealant filling: Providing Filling the gap Upto 20 mm depth and 20 mm width in between aluminium/Metal/ stone and adjacent RCC/Brick/Stone/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 |
| 122 | Providing & installing Fixed glazed wall assembly with specified fixing & finish using of 2 sheets 6mm thick toughened glass with nominal gap silicon sealant joint. Glass shall be clear, toughened and laminated with 1.52mm thick polyvinyl butyral layer, Glass held with SS patch fittings - all complete as per relevant architectural drawings and specification with cut out & holes. (ticket offices, Station Control Room,EFO etc.) |
| 123 | Providing and fixing in position frameless glass partition walls made out of 12mm thick toughened clear float glass held in position by wall connecting profile (with or without openable glass door made out)(i) Two Set of 350mm long pull handles of approved make(ii) Two number corner locks of approved make(iii) Floor spring of approved make.(iv) Lock keeper Plate stainless steel strip at the bottom of doors for doors exceeding 1100mm With openable Door (Double Leaf) |
| 124 | Providing and laying 3M nomad heavy duty 9100Z WEB type door mat in station complete in all respect and as per direction of engineer in charge.. |
| 125 | Providing & fixing Polycarbonate Anti Bird -spike using PVC gitti and screw etc. all complete at all height complete in all respect and as per direction of engineer in charge. |
| 126 | Providing and Fixing 800mm diameter TO (Train Operator) mirror covered with powder coating covering having sun shade of 45mm x 45mm , 2mm thick square tube as handing member and 50mm x 50mm x 2 mm tubelar part as adjust with proper welding, painting and V shaped welded support to station roof at the locationcomplete in all respect and as per direction of engineer in charge. |
| 127 | Rebaring of reinforcement bar at required depth by drilling of hole in existing concrete surface using with Hilti/ Fischer chemical. The rate includes cost of all tools, plant, machineries etc. complete in all respect and as per direction of engineer in charge. The cost of reinforcement bars shall be paid extra under the relevant item of BOQ. a 8 mm dia. Each B3 121.0 0.105 133.71 113.65 20.06 127.58 22.61 150.19 193.71 60.0 11622.6 B3 9.26 (a) b 10 mm dia. Each B3 152.0 0.105 167.96 142.77 25.19 160.27 28.4 188.67 243.34 60.0 14600.4 B3 9.26 (b) c 12 mm dia. Each B3 192.0 0.105 212.16 180.34 31.82 202.45 35.87 238.32 307.37 60.00 18442.2 B3 9.26 (c) d 16 mm dia. Each B3 256.0 0.105 282.88 240.45 42.43 269.93 47.83 317.76 409.83 60.0 24589.8 B3 9.26 (d) e 20 mm dia. Each B3 320.0 0.105 353.6 300.56 53.04 337.41 59.79 397.2 512.29 60.0 30737.4 B3 9.26 (e) f 25 mm dia. Each B3 400.0 0.105 442.0 375.7 66.3 421.76 74.74 496.5 640.36 60.0 38421.6 B3 9.26 (f) |
| 128 | Providing and fixing of G.I. Expansion hold fastener of Hilti / Fischer/ Axel / Canon or equivalent make including drilling of hole in frame, concrete/ masonry, etc. complete in all respect and as per direction of engineer in charge. a 10.mm dia & 150mm long Each B3 71.25 0.105 78.73 66.92 11.81 75.12 13.31 88.43 114.05 40.0 4562.0 B3 9.27 (a) b 12mm dia & 150mm long Each B3 85.5 0.105 94.48 80.31 14.17 90.16 15.97 106.13 136.87 40.0 5474.8 B3 9.27 (b) c 16mm dia & 150mm long Each B3 114.0 0.105 125.97 107.07 18.9 120.2 21.31 141.51 182.52 40.0 7300.8 B3 9.27 (c) d 20mm dia & 150mm long Each B3 142.5 0.105 157.46 133.84 23.62 150.25 26.63 176.88 228.13 40.0 9125.2 B3 9.27 (d) e 25mm dia & 150mm long Each B3 178.13 0.105 196.83 167.31 29.52 187.82 33.28 221.1 285.16 40.0 11406.4 B3 9.27 (e) |
| 129 | Providing & Laying on the wall opening with fire rated of 120 min with PROMATECH-H (9mm Thick) board to be fixed with G.I frame having perimeter angle 30x30x0.5mm thick angle on the wall/floor/ceiling on interval of 300mm centre. All sides of the board/Joints to be sealed with acrylic sealent fire rated-BS476 part 22 AS1530 Part 4. |
| 130 | Core Cutting in RRC/PSC/Brick/Block work- Drilling with core cutting machine in RCCbeams, slabs floors etc., for laying pipes and rendering the same in RCC 1:2:4, finishing the same to the satisfaction of the Engineer., including nominal reinforcement whereverrequired, Note: The contractor should determine the location of beams/post tensioned tendons before carrying out the operation, getting prior approval from the builder/structuralconsultant and cutting all reinforcement by gas cutting machine or as directed etc. complete. The contractor to suggest as well as carry out suitable waterproofing treatment of the core cut in case of wet areas complete to the satisfaction of the Project Manager and give proper guarantee for the same. a 100mm dia 100mm long Nos B3 643.63 0.105 711.21 604.53 106.68 678.65 120.26 798.91 1030.39 50.0 51519.5 B3 9.17 (a) b 100mm dia 150mm long Nos B3 965.45 0.105 1066.82 906.8 160.02 1017.97 180.39 1198.36 1545.58 50.0 77279.0 B3 9.17 (b) c 100mm dia 200mm long Nos B3 1287.26 0.105 1422.42 1209.06 213.36 1357.29 240.52 1597.81 2060.77 50.0 103038.5 B3 9.17 (c) d 100mm dia 250mm long Nos B3 1609.08 0.105 1778.03 1511.33 266.7 1696.62 300.65 1997.27 2575.97 50.0 128798.5 B3 9.17 (d) e 150mm dia, 150mm long Nos B3 1471.16 0.105 1625.63 1381.79 243.84 1551.2 274.88 1826.08 2355.18 50.0 117759.0 B3 9.17 (e) f 150mm dia, 200 mm long Nos B3 1961.55 0.105 2167.51 1842.38 325.13 2068.26 366.52 2434.78 3140.26 50.0 157013.0 B3 9.17 (f) g 150mm dia, 250mm long Nos B3 2451.94 0.105 2709.39 2302.98 406.41 2585.33 458.15 3043.48 3925.33 50.0 196266.5 B3 9.17 (g) h 150mm dia, 400mm long Nos B3 3923.1 0.105 4335.03 3684.78 650.25 4136.53 733.03 4869.56 6280.5 50.0 314025.0 B3 9.17 (h) i 200mm dia, 150 mm long Nos B3 1838.95 0.105 2032.04 1727.23 304.81 1938.99 343.61 2282.6 2943.98 50.0 147199.0 B3 9.17 (i) j 200mm dia, 200 mm long Nos B3 2451.93 0.105 2709.38 2302.97 406.41 2585.31 458.15 3043.46 3925.3 50.0 196265.0 B3 9.17 (j) k 200mm dia, 250mm long Nos B3 3064.92 0.105 3386.74 2878.73 508.01 3231.66 572.68 3804.34 4906.64 50.0 245332.0 B3 9.17 (k) |
| 131 | Providing & Fixing SS Grating as per architectural drawing with 3mm thick 304 Grade SS pressed plate with 6mm wide slits @ 15mm c/c with 35mm X 35mm X 5mm SS grade304 tube section welded all around edges and at suitable interval for support, flushed with Floor finish including providing & fixing necessary MS angle frame etc. complete as perarchitectural drawing (for payment purposes only SS item shall be measured) |
| 132 | Supply and fixing of wire mesh fencing 2.5 mtr height with gate frame of 3 mtr x 2.5 mtr with complete material including paintinge.g. angle, chain link, wire mesh and civilmaterial etc. complete as per specification & drawing. Angle iron size 50x50x6mm & MS strip 50 x 3 mm, Wire mesh 1\\"x3\\" of 8 SWG wire to be used for wire-mesh with providingsupport at 1.25m distance. |
| 133 | Providing and Applying the Anti dust paint on RCC Surface (two or more coats) below the false floor with at all operational rooms/ locarions after cleaning & preparing the surfacei.e dust free and applying the said paint as per manufacturers specifiations including appropriate priming coat etc. complete in all respect and as per direction of engineer in charge. Rain Water Drainage Pipe 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 134 | Providing, fabricating and fixing rain water drainage pipe from gutter at roof level to gutter at platform and from staircase & corridor roof to local drain and from roof level to ground level wherever required at any height including clamps, brackets, fastners etc. in proper line and level. (Note- nothing extra will be payable on any account) |
| 135 | GI pipe 200 mm |
| 136 | GI pipe 150 mm |
| 137 | GI pipe 100 mm DRAINAGE/SEWERAGE SYSTEM 0.0 0.0 0.0 0.0 0.0 0.0 0.0 |
| 138 | Providing and laying High density Polythene (HDPE Pipes) material grade PE-80, working pressure rating PN 4 (0.4 maximum permissibleworking pressure) confirming IS - 14333 jointed by Butt welding methodincluding testing of joints etc. complete |
| 139 | 160 mm dia. |
| 140 | 250 mm dia. |
| 141 | 350 mm dia. |
| 142 | De-Silting and cleaning of conveyance system/sewerline/Storm water line and Manholes by super sucker machine and taking out of silt, debries, rubbish, brick bats etc. including all cost of labour, material T&P, watch & ward caution board, diesel, mobil etc. and wear & tear of machinary complete. The silt debries shall be carted and dumping manual hazard areas as directed by Engineer-in-charge. Any damage to the Manholes shall be rectified at his own cost. Manholes will be traced out and including CCTV survey taken in the conveyance system and report submitted by contractor in (CD) or as directed by Engineer-in-charge. (The rate includes all labour,Tools & Plants, machinaries etc. complete in all respect and as per the direction of Engineer-incharge.Nothing extra shall be paid on this account to complete the job.) |
| 143 | Supplying and fixing of 150mm dia. HDPE pipe complete in all respect and as per the direction of engineer-in-charge.(The rate includes all labour, material, Tools & Plants, machinaries, consumables, carriage, shifting, work at any level, scaffolding etc. complete in all respect and as per the direction of Engineer-in-charge. Nothing extra shall be paid on this account to complete the job.) |
| 144 | Plugging the existing storm water/sewer line so as to reduce the drainage of storm water/sewer line to minimum in wet and foul condition by placing gunny bags filled up with earth and stacked properly including supplying and laying the filled up gunny bags up to full length and required height as directed by Engineer and subsequent removal of the same after completion of the job to the entire satisfaction of the Engineer-in-charge, i/c pumping and bailing out of the water complete.The rate includes all labour, material, Tools & Plants, machinaries, carriage, shifting, work at any leveletc. complete in all respect and as per the direction of Engineer-in-charge. Nothing extra shall be payable. |
| 145 | box drain of size 3x 2.1 mtr |
| 146 | 2000mm dia pipe |
| 147 | 1200mm dia pipe Total of Schedule-B-1 (NDSR Items - Civil Works) 18385569.43 Name of Work:Miscellaneous Civil Works from Saket-G to Sangam Vihar for timely construction of various interface activities to assist ROD timelines Schedule-B2, (NDSR Items) Part (A) -Structural steel works Item No. Description Unit Basic Rate Quoted Above/Below Last Accepted Rate Variable component in Basic rate as per PVC clause(85%) Fixed componrnt in basic rate as per PVC (@15%) Escalated Rates of Variable Component as per PVC formula Escalated Rates of Fixed Component Base Month- Aug-2022 to Original Completion Date- Aug-2023. @ 5% p.a. i.e., 4.86% Rate (Escalated Variable + Escalted Fixed ) Final Rate after Escalation Qty Amount Remarks A B C=A+(A*B) D=C*85% E=C*15% F=D-(D*2.61%) G=E+(E*4.86%) H=F+G I=H+(H*12.10%) J K=J*I Base Month- Aug-2022Original Completion-Aug-2023Estimate preparation date- Jan-2026 |
| 148 | Providing, fabricating to required profile and shape, assembling, transporting, erecting and fixing in position steel span of Structural steel of rolled single/built up sections (conforming to IS:2062 Grade BE350-B0 killed) joists, channels, angle, tee, plates etc including procurement of all raw steel materials, HSFG bolts. nuts & washer incl. its testing, allowance for all types of wastages, straightening, cutting, bending of section wherever specified, drilling holes, bolting, provision of necessary tools, testing etc. The rate shall also include required surface preparation for application of all coats of shop and site primers and paints as specified. The rate Shall also include preparation of complete detailed fabrication drawings base on the design drawings, required for all permanent and temporary structures and their approval from Engineer - in - charge prior to execution. The rate shall also include provision and installation of base plate, anchor bolts (measured in tonnes) etc as per drawings and specifications. Any temporary support, staging braces, strutting, tying or anchor bolts, black bolts. fasteners, welding required to withstand the stresses of erection and carrying of plant and equipment's are to included in this rate. For all structural steel works for column, portal, beam,/pier cap, open web girder, plate girder, truss, platform. and PEB for roofing, foot over bridge. Complete and comprising of following: Preparation of fabrication shop drawings necessary templates etc. Profile cutting of components to required lengths/widths and shapes/profiles. Smooth grinding/machine of edges/faces/all welding/batted joints. Preparing the surface to ensure complete removal of mil scale by grit blasting confirming to SA 25.5 to achieve rust free surface Necessary welding (electric arc welding) for required weld lengths and sized Providing and applying inorganic Zinc Silicate & Epoxy Zinc Phosphate primer and Acrylic Polyurethane paint finish as per specification. |
| 149 | Providing M 45/20 concrete for Deck slab over Steel Beams including centering, steel shuttering, scaffolding and related operations as reequired for completing the workas specified in the drawings. Rate incljudes provision of formwork for casting of slab. Reinforcfement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer. Sub Total (A) 15080558.8 Part (B)-Poly carbonate Sheet |
| 150 | Providing and fixing 10 mm thick polycarbonate sheet make GE or equivalent and make confirming to IS 14443:1987) of required colour, fasteners, silicon sealant, EPDM gaskets and shade including self-drilling/ self-taping screw as per requirement. Sub Total (B) 1151257.5 Part (C)- Geotechnical Investigation |
| 151 | Shifting and setting out of equipment from one bore hole to another bore hole. Vertically boring of 150/100 mmm dia bore holes through all kinds of soils up to refusal (N>=100) including conducting SPT in boreholes and collection of minimum 100 mm diameter and 150mm long, UDS as specified from borehole and conducting relevant laboratory testing etc. METER 2950.0 -0.005 2935.25 2935.25 250.0 733812.5 Drilling of NX size dia holes through all 8ikinds of Refusal/ Bounders/ Rock using Double tube core barrels and conducting relevant laboratory testing on samples. METER 6962.0 -0.005 6927.19 6927.19 150.0 1039078.5 Preservation of rock cores in core boxes Nos 1180.0 -0.005 1174.1 1174.1 10.0 11741.0 Field Permeability test in soil using falling head method. Nos 5310.0 -0.005 5283.45 5283.45 10.0 52834.5 Lugeon Tests/Packer Test in rock Nos. 6490.0 -0.005 6457.55 6457.55 10.0 64575.5 Sub Total (C) 1960747.0 Part (D)-Structural Design Cost |
| 152 | Design Cost of Complete FOB structure Sub Total (D) 327466.14 Grand Total of Schedule-B-2 (Sub Total( A+B+C+D)) 18520029.44 |
| 153 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment) |
| 154 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 155 | Rough dressing the trenched ground including breaking clods |
| 156 | Fine dressing of the ground. |
| 157 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 158 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge |
| 159 | Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately). |
| 160 | In rows 5 cm apart in both directions |
| 161 | Supplying & Stacking of Selection No.1 Grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. |
| 162 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 163 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : |
| 164 | Holes 90 cm dia and 90cm deep |
| 165 | Holes 60cm dia and 60cm deep |
| 166 | Topairy cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topairy) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge as per direction of officer in charge. |
| 167 | Height of Topairy above 120 cm. |
| 168 | Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing,weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter , removal of garden waste, applying insecticide, pesticide & fertilizers(whenever required) top dressing of lawn with good earth and menure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide , Pesticide will be provided by the Department & lawn mover and brush cutter with fuel , other T & P material/articles shall be provided by the contractor.) |
| 169 | Play grounds / Public parks (as per yard stick 1Mali =2.00Acre) |
| 170 | Complete maintenance of trees (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 171 | Trees for 250 no/(up to 4 & up to 3 year Slow & Fast growing group) |
| 172 | Complete maintenance of shrubs (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 173 | Providing and wartering of plants through water tanker of Horticulture features i.e. tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge. |
| 174 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) and water) |
| 175 | Tree Plants |
| 176 | Shrub plants FOLIAGE AND SHADE LOVING PLANTS |
| 177 | Providing, stacking and Displaying Rhapis Palm having ht. 75 cm to 90 cm with 15 to 18 suckers, well developed, full of fresh and healthy leaves from bottom to top in 35 cm Plastic Pot/Cement Pot and as per direction of the officer-in-charge. GROUND COVER PLANTS |
| 178 | Irasine herbstii plant, of height 20-30., full of branches well developed in 20 cm size |
| 179 | Providing and Displaying of Wadelia trilobata plant,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge SHRUBS |
| 180 | Supply and stacking of plant Ficus blackii (F.vivion) of height 45-60 cm. with 6-8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 181 | Draceana song of india plant (three in one ), having ht , 60 cm & above, well developed |
| 182 | Cycus revoluta specimen plant, having 45 to 50 fresh and healthy, leaves having 30cm to 35cm circumfrance of base stem well developed in 40 cm challi, |
| 183 | Ficus retusa topiary well developed with fresh and healthy 5a to 6 big ball specified shape and size 180 to 210cm ht in 40cm Cement pots |
| 184 | Ficus resnold well developed fresh & healthy foliage 60 to 75 cm spread to 105 to 120 cm ht plant Bushy plant |
| 185 | furcaria variegated hybrid well developed wirh fresh & healthy foliage 20 and above attractive leaves in 35 cm |
| 186 | Supply and stacking of plant Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm HEDGES |
| 187 | Clerodendron inerme plant having ht. 25 cm to 32 cm multi branched in 20 cm size of Earthen Pot / Plastic Pot. TREE PLANTS |
| 188 | Phoenix palm plant, ht. ht 75cm to 90 cm with 10 to 15 or more leaves, well developed, fresh |
| 189 | Azadirachta indica ( Neem ) height 120-130cm in polybag size 25 cm |
| 190 | Cassia fistula (Amaltash) height 120-135 cm. in poly bag size 25 cm |
| 191 | Dalbergia sissoo (Seasam) height 120-135 cm. in poly bag size 25 cm |
| 192 | Delonix regia (Gulmohar) height 150-165 cm. in poly bag size 25 cm |
| 193 | Ficus benjamina (green) of plants height 150-165 cm., bushy with healthy branches and lush green foliage in big size HDPE bags |
| 194 | Ficus benghalensis (Banyan) height 120-135 cm. in poly bag size 25 cm |
| 195 | Ficus religiosa (Peepal) height 150-165 cm. in poly bag size 30 cm |
| 196 | Plumeria alba dwarf of plants height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags |
| 197 | Polyalthia longifolia (Ashok) of plants height 180-195 cm. in gunny bag of plants size 30 cm |
| 198 | Hibiscus variegated of height 60-75 cm. with 8-10 branches and healthy variegated foliage in cement pot of size 35 cm |
| 199 | Any other Horticulture DSR-2025 Items Grand Total |
| 200 | Any item realated to Electrical works based on Elecetrical DSR-2025 Total Schedule-E Please Enable Macros to View BoQ information |
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