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| 1 | NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD. Bid No:- DM/MS/CPM-DL/302:- Construction of Substructure of Fire Tender Bridge, Connection of DMRC Entry/Exit from FOB leading to Nizamuddin Railway Station, Restoration of land at Sarai Kale Khan & New Ashok Nagar Stations and other miscellaneous enabling works from Sarai Kale Khan Station to Anand Vihar Station of Delhi-Meerut Namo Bharat Corridor. Price Bid NATIONAL CAPITAL REGION TRANSPORT CORPORATION LTD Gatishakti Bhawan INA, New Delhi –110 023 Preamble Bid No:- DM/MS/CPM-DL/302:- Construction of Substructure of Fire Tender Bridge, Connection of DMRC Entry/Exit from FOB leading to Nizamuddin Railway Station, Restoration of land at Sarai Kale Khan & New Ashok Nagar Stations and other miscellaneous enabling works from Sarai Kale Khan Station to Anand Vihar Station of Delhi-Meerut Namo Bharat Corridor. S.No Description GENERAL |
| 2 | The Financial Bid shall be read in Conjunction with the Bidding Document |
| 3 | There are 2 schedules in the Financial Bid as follows : |
| 4 | Schedule-A Comprises the items provided in the Delhi shedule of Rate-2023 (DSR 2023) Bidder is required to quote percentage Below/Above/At Par on the shedule sum which will then be applied on the unit rates mentioned for the items provided in DSR-2023 on the executed quantities. |
| 5 | Schedule-B Comprises the Non-Delhi schedule of Rate-2023 items, Bidder is required to quote percentage Below/Above/At Par on the schedule sum which will then be applied on the unit rates mentioned in the sheets of schedule-B of NDSR for the items on the executed quantities. |
| 6 | The percentage quoted by the Bidder in \\"BoQ1\\" sheet and discount (if any) quoted by the Bidder in the \\"BoQ2\\" will be applied on the individual rate mentioned under Column \\"6\\" for Schedule-A and Column \\"6\\" for Schedule-B, for the purpose of payment to the Contractor. |
| 7 | The quantities for various items provided in the Financial Bid are estimated quantities and are given to provide a common basis for Bidding. During the execution of works, the same may vary based upon \\"Good for Construction\\" (GFC) drawings issued by the Engineer and as per the site conditions. The basis of the payment will be the actual quantities of the work executed and accepted by the Engineer or quantities as per the GFC drawings whichever is less and shall be paid /valued as per the accepted rates. |
| 8 | The quoted rates for various items are for completed and finished items of work complete in all respects. It will be deemed to include all the cost involved in the execution of the items and shall include all the applicable taxes [except Goods and Service Tax (GST)] duties, royalties, cess overheads, profit etc. The Bidder shall be required to consider this aspect while quoting Excess (+) / Less (-) / At par for Total amount of Schedule \\"A\\" Schedule \\"B\\" . It shall include all general risks, liabilities and obligations set out or implied in the Contract shall and including remedy of any defects during the Defect Liability Period, unless otherwise provided in the Contract. The whole cost of complying with the provisions of the Contract shall be deemed to have been included in the quoted rates. GST will be paid extra. |
| 9 | Bidder may please note that to perform this contract. nothing extra shall be payable on account of field constraints, non-availability of uninterrupted front, cost of project management, monitoring, coordination and supervision, cost of adhering to quality requirements (QA/QC), cost of adhering to SHE requirements, cost of preparing drawings and documents, as-built records and documentation, preparation of detailed scheme for taking necessary clearance and approval from the concerned authority and other local bodies etc. |
| 10 | Income Tax and any other statutory taxes to be deducted at source will be deducted by the Employer from the due payments of the contractor in accordance with the prevailing rules in force. |
| 11 | Bidder should not tamper the Price Bid. If the Price Bid is found to be modified by the bidder, then the same will be treated as incomplete and non-responsive and may result in the rejection of the Bid. |
| 12 | Method of Quoting the Price in the Pricing Document The Pricing Document is in Excel Format and Quoting of the Price in the Pricing Document should be as Follows: (i) Whole Excel Worksheet is Locked except the Cells which are highlighted in Blue. (ii) Bidders are required to fill these cells which are highlighted in Blue only. (iii) Bidder is required to quote a flat percentage Excess / Less / At Par in the \\"BOQ1'' Sheet Cell H13, N13 for Amount of Shedule A and sheet cell H14, N14 for Amount of Shedule B.(iv) All 'blanks' in the Pricing Document, where the Bidder is permitted to quote shall be filled in.(v) If some % is quoted inspite of marking 'At par' that % will not be considered and it will be taken as \\"At par\\" on basic amount. Failure to quote the % excess or % less or 'at par' for the \\"total amount of Schedules\\" shall be treated as \\"At Par\\" irrespective of any Percentage (if indicated) and shall be evaluated accordingly. (vi) Bidder is required to quote Rates in INR only. However, The bidder requiring any payment in forgein currencies (in maximum three freely convertible forgein currencies) may stipulated the same in Schedule of payment as per sub clause 15.2 of ITB/BDS. |
| 13 | Errors will be corrected by the Employer for any arithmetic errors in computation or summation as per contract conditions. |
| 14 | For Calculation of rates (excluding GST) of DSR 2023 items, following Methodology issued by CPWD vide Office Memorendum (OM) dated 08.08.2024 have been adopted: As per CPWD OM the rates of individual items of DSR 2023 has been multiplied with correction factor on account of GST @ 0.973 to the existing rate of DSR 2023 item in order to achieve modified DSR rate and then reduced the corrected rate by 18% for making DSR item excluding GST.Note: (a) The above Methodology shall be applicable for calculating the rate of Individual Items of DSR 2023 in Schedule A items executed under Any other DSR items in Schedule A (to be executed under Lump Sum amount). Based on the above Methodology and the price quoted by the bidder, the payment shall be made for the individual items of DSR 2023 and for the items executed under Lump Sum amount of DSR 2023 in Schedule A. Package - CA-06 |
| 15 | Chembur |
| 16 | Kurla East |
| 17 | S G Barve Marg |
| 18 | EEH Total no of Stations Package - CA-07 |
| 19 | Diamond Garden |
| 20 | Shivaji Chowk |
| 21 | Mankhurd (On Hold) |
| 22 | Mandale (On Hold) Total no of Stations Total no. of Stations |
| 23 | SCHEDULE-A: Civil DSR 2023 Items |
| 24 | SCHEDULE-B: NDSR Items Letter of Price Bid Bid No.: DM/MS/CPM-DL/302 To National Capital Region Transport Corportation Limited Office of the Chief Project Manager/Delhi Below CWG Flyover, NH-24, Delhi-110092 We, the undersigned, declare that: (a) We have examined and have no reservations to the Bidding Documents, including Addenda issued in accordance with Instructions to Bidders (ITB) 8. (b) We offer to execute in conformity with the Bidding Documents and the Technical Bid submitted for the following Works: Name of Work: Bid No:- DM/MS/CPM-DL/302:- Construction of Substructure of Fire Tender Bridge, Connection of DMRC Entry/Exit from FOB leading to Nizamuddin Railway Station, Restoration of land at Sarai Kale Khan & New Ashok Nagar Stations and other miscellaneous enabling works from Sarai Kale Khan Station to Anand Vihar Station of Delhi-Meerut Namo Bharat Corridor. (c) The total price of our Bid, excluding any discounts offered in item (d) below is: [amount in INR in figures] 0.0 (d) The total price of our Bid, is: [Amount in INR in figures] 0.0 [Amount in INR in words] INR Zero Only (e) (f) If our Bid is accepted, we commit to obtain a performance security in accordance with the Bidding Documents. (g) We understand that this bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal contract is prepared and executed. (h) We understand that you are not bound to accept the lowest evaluated bid or any other bid that you may receive. Name of the authorized representative of the bidder Desiganation of the authorized representative Name of the Bidder/ Bidding Firm / Company : 0.0 Date: (DD/MM/YYYY) Bid No:- DM/MS/CPM-DL/302:- Construction of Substructure of Fire Tender Bridge, Connection of DMRC Entry/Exit from FOB leading to Nizamuddin Railway Station, Restoration of land at Sarai Kale Khan & New Ashok Nagar Stations and other miscellaneous enabling works from Sarai Kale Khan Station to Anand Vihar Station of Delhi-Meerut Namo Bharat Corridor. SCHEDULE-A: Civil DSR 2023 Items S.No. DSR2023 Item no Brief Description of item of work Unit BOQQuantity DSR 2023 rate after multiplying correction factor 0f 0.973 (Excluding GST @18%) (INR) BOQ Amount(INR) (Excluding GST) |
| 25 | 2.0 SCHEDULE-A: Civil DSR 2023 |
| 26 | 7763.0 |
| 27 | 1.0 1.1.2 Earth For 1 km Cum 188.89 179.39 33884.98 |
| 28 | 1.1.18 |
| 29 | 2.6 2.6.1 a) All kinds of soil Cum 201.15 146.36 29440.31 |
| 30 | 2.8 2.8.1 All kinds of soil. Cum 2479.56 214.64 532212.76 |
| 31 | 2.1 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia RM 34.45 290.37 10003.25 |
| 32 | 2.28 2.28.1 All kinds of soil. Sqm 6336.15 28.16 178425.98 |
| 33 | 4.1.10 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) cum 13.81 5375.08 74229.85 |
| 34 | 4.7 4.7.1 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). Cum 59.0 14751.05 870311.95 |
| 35 | 4.2 4.20.1 All works upto plinth level : 4.20.1.2 Concrete of M15 grade with minimum cement content of 240 kg /cum Cum 805.35 7409.77 5967458.27 |
| 36 | 5.9. 5.9.1 Foundation footing, bases of column, etc. for mass concrete Sqm 21.6 323.36 6984.58 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. Sqm 123.09 694.71 85511.85 5.9.3 Suspended floors, roofs, landings, balconies and access platform Sqm 108.25 764.59 82766.87 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 154.96 607.22 94094.81 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts Sqm 64.08 792.67 50794.29 |
| 37 | 5.22 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Kg 244028.57 88.93 21701460.73 |
| 38 | 5.33 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 21.83 7837.39 171090.22 5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg/cum Cum 710.38 8210.84 5832816.52 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum Cum 29.14 8130.65 236927.14 |
| 39 | 6.1. 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 1920.53 5881.08 11294790.57 |
| 40 | 6.3 6.3.1 With F.P.S.(non modular) bricks cum 109.02 7668.48 836017.69 |
| 41 | 6.4. 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand Cum 376.28 7508.55 2825317.19 |
| 42 | 6.13 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) Sqm 16.47 948.68 15624.76 |
| 43 | 8.1 8.1.1.2 Area of slab over 0.50 sqm Sqm 34.9 4896.33 170881.92 |
| 44 | 8.2 8.2.2 Granite stone slab all colour and texture except black, Cherry/ Ruby red 8.2.2.1 Area of slab upto 0.50 sqm Sqm 1.16 4463.84 5178.05 8.2.2.2 Area of slab over 0.50 sqm Sqm 2.56 4235.27 10842.29 |
| 45 | 9.56 9,56,3 75x60x3.10 mm Each 9.0 39.7 357.3 |
| 46 | 9,97 9,97,4 150x10 mm Each 6.0 68.07 408.42 |
| 47 | 9100.0 9,100,1 125 mm Each 8.0 54.63 437.04 |
| 48 | 10.25 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works Kg 28272.6 142.32 4023756.43 |
| 49 | 10.26 10.26.1 M. S. Tube KG 581.09 162.28 94299.29 |
| 50 | 11.3. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate Sqm 4125.0 506.45 2089106.25 |
| 51 | 11.41A 11.41A.1.1 Size of Tile 600 x 600 mm Sqm 54.4 1198.65 65206.56 11.41A.1.3 Size of Tile 600 x 1200 mm sqm 1203.0 1300.48 1564477.44 |
| 52 | 11.46 11.46.2 Size of Tile 600x300 mm Sqm 17.88 1338.33 23929.34 |
| 53 | 11.48 11.48.2 Size of Tile 600x600 mm Sqm 54.4 254.84 13863.3 |
| 54 | 11.56 11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red Sqm 22.62 2532.31 57280.85 |
| 55 | 12.21 12.21.1 In 75x75 mm deep chase Rm 43.0 251.62 10819.66 |
| 56 | 13.4 13.4.1 1:4 (1 cement :4 Coarse sand) Sqm 2097.0 294.66 617902.02 13.4.2 1:6 (1 cement: 6 coarse sand) sqm 1474.0 283.37 417687.38 |
| 57 | 13.5 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 1474.0 326.0 480524.0 |
| 58 | 13.41 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer. Sqm 2312.35 153.08 353974.54 |
| 59 | 13.46 13.46.1 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) Sqm 152.02 132.43 20132.01 |
| 60 | 13.52 13.52.1 On steel work sqm 1830.79 199.34 364949.68 |
| 61 | 13.62 13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture Sqm 1200.0 186.56 223872.0 |
| 62 | 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 33.35 2007.22 66940.79 |
| 63 | 16.17 16.17.1 With G.I. barbed wire Rm 284.0 11.54 3277.36 |
| 64 | 16.31 16.31.1 With rapid setting bitumen emulsion 16.31.1.1 on WBM/WMM @0.4 Kg/Sqm Sqm 2100.0 11.09 23289.0 16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 34630.0 7.59 262841.7 |
| 65 | 16.43 16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer Cum 337.5 9151.52 3088638.0 |
| 66 | 16.45 |
| 67 | 16.53 |
| 68 | 16.54 16.54.1 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 Cum 330.75 9177.16 3035345.67 |
| 69 | 16.57 16.57.1 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 TPHcapacity. cum 1731.5 9998.98 17313233.87 |
| 70 | 16.59 16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of 3750 mm Each 5.0 5923.22 29616.1 16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of 900 mm with support length of 3650 mm Each 5.0 4584.44 22922.2 |
| 71 | 16.6 16.60.1 Overhead informatory road signage sqm 24.0 4848.43 116362.32 |
| 72 | 16.61 |
| 73 | 16.62 |
| 74 | 16.69 |
| 75 | 16.7 16.70.1 Made of G.I. wire of dia 4 mm Sqm 1600.0 839.25 1342800.0 |
| 76 | 16.72 |
| 77 | 16.73 |
| 78 | 16.74 16.74.3 Stone aggregate 40 mm nominal size Sqm 3300.0 142.12 468996.0 |
| 79 | 16.75 |
| 80 | 16.78 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 Cum 412.5 2295.62 946943.25 16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 cum 1053.75 2411.76 2541392.1 |
| 81 | 16.79 |
| 82 | 16.91 16.91,1 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. Sqm 54.03 862.22 46585.75 16.91.2 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. Sqm 1500.0 900.03 1350045.0 |
| 83 | 17.1 17.1.1 White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. Nos 5.0 5580.24 27901.2 |
| 84 | 17.5 17.5.2 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern Nos 5.0 14849.59 74247.95 |
| 85 | 17.7 17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Nos 3.0 2184.18 6552.54 |
| 86 | 17.22 |
| 87 | 17.31 |
| 88 | 17.34 17.34.1 C.P brass Nos 3.0 662.71 1988.13 |
| 89 | 17.78 |
| 90 | 17.81 |
| 91 | 18,6A 18,6A,3 PPR Union 32mm Nos 10.0 332.88 3328.8 |
| 92 | 18.7. 18.7.5 40 mm dia nominal pipes Rm 48.0 579.64 27822.72 |
| 93 | 18.8 18.8.1 15 mm nominal dia Pipes Rm 16.0 410.47 6567.52 18.8.2 20 mm nominal dia Pipes Rm 35.0 443.29 15515.15 18.8.3 25 mm nominal dia Pipes Rm 42.0 517.22 21723.24 18.8.4 32 mm nominal dia Pipes Rm 48.0 609.61 29261.28 |
| 94 | 18.1 18.10.6 50 mm dia nominal bore metre 200.0 864.44 172888.0 |
| 95 | 18.13 18.13.1 25 to 40 mm nominal bore Nos 1.0 751.93 751.93 |
| 96 | 18.33 18.33.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos 3.0 8956.88 26870.64 |
| 97 | 18.48 |
| 98 | 18.53 18.53.1 15mm nominal bore Nos 15.0 473.55 7103.25 |
| 99 | 18.53A |
| 100 | 18.76 18,76.1 With common burnt clay F.P.S. (non modular) bricks Nos 12.0 343.68 4124.16 |
| 101 | 18.84 18.84.1 15 mm nominal bore Nos 5.0 7259.32 36296.6 |
| 102 | 19.2 19.2.4 250 mm diameter S.W. pipe Rm 34.45 1311.53 45182.21 |
| 103 | 19.35 19.35.1 450 mm dia RCC pipes. M 150.0 2207.02 331053.0 19.35.2 600 mm dia RCC pipes. M 200.0 2804.59 560918.0 |
| 104 | 20.2A Note: Truck Mounted rotary/TMR/Tube well boring machine shall not be used. 20.2A.3 1000 mm dia piles M 132.0 10711.91 1413972.12 |
| 105 | 21,1 21,1,1 For fixed portion 21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 55.64 437.77 24357.52 21,1,2 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 I neoprene gasket required (Fittings shall be paid for separately) 21,1,2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 34.55 523.15 18074.83 |
| 106 | 21,3 21,3,2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) Sqm 1.0 1241.19 1241.19 |
| 107 | 22.7 (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 Engineerin-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 Engineerin-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 : 22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm Sqm 82.35 1389.08 114390.74 |
| 108 | 23.1 23.1.1 All types of soil 23.1.1.1 300 mm dia Rm 72.0 583.59 42018.48 Boring work for bore well at Vaishali Station |
| 109 | 23.3 23.3.1 100 mm nominal size dia Rm 60.0 554.36 33261.6 |
| 110 | 23.4 23.4.1 100 mm nominal size dia Rm 12.0 566.11 6793.32 |
| 111 | 23.12 |
| 112 | 23.13 23.13.1 100 mm dia Nos 1.0 184.79 184.79 |
| 113 | 23.14 23.14.1 100 mm clamp Nos 1.0 1576.1 1576.1 |
| 114 | 26.40. |
| 115 | 26.72 |
| 116 | Total (Schedule-A) 125056387.23 Cost Index @97 % of 103 -112550.75 Total of Schedule-A DSR 2023 124943836.48 Bid No:- DM/MS/CPM-DL/302:- Construction of Substructure of Fire Tender Bridge, Connection of DMRC Entry/Exit from FOB leading to Nizamuddin Railway Station, Restoration of land at Sarai Kale Khan & New Ashok Nagar Stations and other miscellaneous enabling works from Sarai Kale Khan Station to Anand Vihar Station of Delhi-Meerut Namo Bharat Corridor. SCHEDULE-B: NDSR Items S.No. Item No. Brief Description of item of work Unit BOQQuantity Rate (INR)(Excluding GST) BOQ Amount (INR)(EXCLUDING GST) |
| 117 | 2.0 SCHEDULE-B: NDSR items |
| 118 | NDSR 1 |
| 119 | NDSR 2 |
| 120 | NDSR 3 For 800mm dia piling in soil RM 257.0 7323.71 1882193.47 |
| 121 | NDSR 4 |
| 122 | NDSR 5 |
| 123 | NDSR 6 |
| 124 | NDSR 7 |
| 125 | NDSR 8 |
| 126 | NDSR 9 |
| 127 | NDSR 10 |
| 128 | NDSR 11 |
| 129 | NDSR 12 Incharge Shifts 100.0 493.49 49349.0 Supervisor Shifts 200.0 404.66 80932.0 Traffic Marshals/Guards Shifts 600.0 370.12 222072.0 |
| 130 | NDSR 13 2.0 m high RM 150.0 1870.33 280549.5 1.0 m high RM 150.0 932.7 139905.0 Total of Schedule-B NDSR items 16565284.47 Please Enable Macros to View BoQ information |
