|
| 1 | Item Wise BoQ BoQ_Ver3.0 Item Wise Normal INR Only INR Select, Excess (+), Less (-) Tender Inviting Authority: CEO/DMRC, CMRL Phase-II Name of Work: \\"Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects”. Contract No: CMRL/O&M/Ph-II/Civil/AMC/01 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of Items Item Code / Make Quantity Units Estimated Amount without Taxes inRs. P Select Above/Below/ at par Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency Percentage above/below (in Figures to be entered by the Bidder Excise Duty Amount in INR Rs. P GST Amount in INR Rs. P Freight Charges ( Unloading & Stacking) inRs. P Any Other Taxes inRs. P Any Other Duties/Levies inRs. P IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxescol (13) = (4) x (7) inRs. P TOTAL AMOUNT with Taxes inRs. P TOTAL AMOUNT In Words |
| 2 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A1: Preventive Maintenance Works |
| 3 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A2: Corrective Maintenance Works |
| 4 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A3: Any other DSR 2023 items |
| 5 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B1 (DSR 2023) |
| 6 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B2 (NDSR Items) |
| 7 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B3 (NDSR - Manpower Supply) Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select % 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only SummaryName of work: CMRL/O&M/Ph-II/Civil/AMC/01“Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects” S. No. Description of Work Amount (Including GST)(Rs.) Amount (Excluding GST)(Rs.) |
| 8 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A1: Preventive Maintenance Works |
| 9 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A2: Corrective Maintenance Works |
| 10 | Schedule - A ( Preventive and corrective maintenance works in Viaduct portion )Schedule - A3: Any other DSR 2023 items |
| 11 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B1 (DSR 2023) |
| 12 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B2 (NDSR Items) |
| 13 | Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot)Schedule-B3 (NDSR - Manpower Supply) Total Amount (Rs.) 37202460.64 31527509.02 Schedule - A ( Preventive and corrective maintenance works in Viaduct portion for Stage 1A & 1B ) Name of work: CMRL/O&M/Ph-II/Civil/AMC/01“Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects” S. No Description of items Unit Qty. Rate (Including GST)(INR) Rate (Excluding GST)(INR) Amount (Including GST)(INR) Amount (Excluding GST)(INR) Schedule - A1: Preventive Maintenance Works |
| 14 | Preventive Maintenance of Elevated Structure:- To carry out the schedule of inspection as per Maintenance manual like inspection of bearing, measurement of camber, visual inspection of Sub & Super Structure, Pier protection and drainage Arrangements with required manpower, machinery, tools, tackles and Competent Engineers and record of same in bridge inspection Register along with photograph of each (a) Bearing Inspection(b)Camber measurement, (c)visual inspection (d)Drainage Arrangement |
| 15 | (a) Bearing Inspection of Viaduct & 18 nos of Stations:The contractor has to inspect all bearings in all Piers and portals and submit copies of inspection reports along with photographs as specified in the Scope of work, including Cleaning the Debris, Cut Extra Rods and removing unwanted materials like Bird Nests, Shuttering materials, Algae Sedimentation Etc. for Viaduct structures such as BOX Girder, I-Girder, U-Girder The quoted cost includes all tools and machinery required to carry out the work. |
| 16 | (b) Camber Measurement of Viaduct & 18 nos of Stations:The contractor has to measure the camber of the Box Girder, U-Girder, Slab and all I-Girders, Steel composite girder and Open web girder, steel portal spans using total station record the same in Bridge register and compare the measurement with Previous Year's Measurement. Permanent markings on the structure should be carried out during measurement. The quoted cost includes all tools and machinery required to carry out the work. |
| 17 | (c) Visual Inspection:The Contractor has to visually inspect the condition of RCC Pier, Trestle, Protective works and waterway Scours, Slip Or Settlement, Condition of Bearing pedestal, Steel Work, Painting, Condition of PSC/Concrete/Composite Girder in superstructure/ Condition of Girder/beams, any crack or defects, Condition of handrail, Condition of median and pier protection wall, Condition of footpath and walkway platforms and maintain a record of same in Bridge register. The quoted cost includes all tools and machinery required to carry out the work. |
| 18 | (d) Drainage Arrangements:The Contractor has to inspect the condition of Drainage arrangements and submit the report for Corridor- I and Corridor- II including the Station Area, including Cleaning the Debris, Cut Extra Rods and removing unwanted materials like Bird Nests, Shuttering materials, Honeycomb etc., for Viaduct structures such as the Box Girder, I-Girder, U-Girder. The quoted cost includes all means and ways required to carry out the work. Amount (Rs.) (A1) 5789369.3 4906245.17 Schedule - A2: Corrective Maintenance Works |
| 19 | Grouting of Pedestal: The Contractor has to grout the damaged Bearing Pedestals if any with GP2 or Equivalent Non-Shrink Grout material of M60 Grade. The work includes the cost of shuttering, Curing, Removal of the Shutter and man lift for accessing the Bearing Pedestal. Payment shall be made against the actual weight of the Grouting done. |
| 20 | Repair to Voids and Honeycombing: The Contractor has to attend to the Voids and Honeycombs Noticed during inspection with the help of Cement Grout or Epoxy Grout (Fosroc/Sika/equivalent with approval of Engineer-in-charge) of M60 Grade. The work includes the cost of shuttering, Curing, Removal of the Shutter and man lift for accessing the location to be repaired at any height. Payment shall be made against the actual weight of Material Consumed. |
| 21 | Positioning of Bearing:The Contractor has to bring back the bearing to its original position if any Displacement/Slip is noticed during the Inspection. It is the responsibility of the contractor to make all arrangements for lifting the girder with the jack, Positioning of the Bearing, and Removal of Supports after making the structure fit for operation. Access to the site has to be made ready by the Contractor. |
| 22 | Replacement of Bearing: The Contractor has to replace the damaged/excessively bulged Bearing with a new one. It is the responsibility of the contractor to procure (with prior approval from DMRC for specification of Bearing) and install by making all arrangements for lifting the girder with jack, fixing of new Bearing, and Removal of Supports after making the structure fit for operation. Access to the site has to be made ready by the Contractor. |
| 23 | Plumbing items for Drainage Arrangements including replacement. 5 (i) Supply and fixing of 160 mm Dia PVC pipe of 4kg/cm2 or of equivalent Dia fixed inside/outside the Viaduct and pier (Finolex or equivalent Products). The quoted cost includes all means and ways required to carry out the work. RM 250.0 1168.2 990.0 292050.0 247500.0 5 (ii) Supply and fixing of 160 mm Dia PVC Dummy/End Cap- PVC SPECIALS AS PER IS 10124/1982 or of equivalent Dia fixed inside/outside the Viaduct and pier with O-Ring Joining & pasting. The quoted cost includes all means and ways required to carry out the work. Nos 50.0 354.0 300.0 17700.0 15000.0 5 (iii) Supply and fixing of 160 mm Dia PVC coupler- PVC SPECIALS AS PER IS 10124/1982 or of equivalent Dia fixed inside/outside the Viaduct and pier with O-Ring Joining & pasting. The quoted cost includes all means and ways required to carry out the work. Nos 50.0 413.0 350.0 20650.0 17500.0 5 (iv) Supply and fixing of 160mm Dia PVC Door bend- PVC SPECIALS AS PER IS 10124/1982 or of equivalent Dia fixed inside/outside Viaduct and pier with O-Ring Joining & pasting. The quoted cost includes all means and ways required to carry out the work. Nos 50.0 531.0 450.0 26550.0 22500.0 5 (v) Supply and fixing of 160mm Dia PVC Door Elbow - PVC SPECIALS AS PER IS 10124/1982 or of equivalent Dia fixed inside/Outside the Viaduct and pier with O-Ring Joining & pasting. The quoted cost includes all means and ways required to carry out the work. Nos 50.0 531.0 450.0 26550.0 22500.0 5 (vi) Supply and fixing of 160 mm Dia PVC Door Tee - PVC SPECIALS AS PER IS 10124/1982 or of equivalent Dia fixed inside/outside the Viaduct and pier with O-Ring Joining & pasting. The quoted cost includes all means and ways required to carry out the work. Nos 50.0 649.0 550.0 32450.0 27500.0 |
| 24 | Screed Concrete: Pouring of screed concrete of M25/M30/M35/M40 grade over the existing concrete surface. The cost includes preparation of the surface, taking levels, button marking, pouring of concrete at the site and finishing the surface. 6 (i) Omega Shaped Expansion Joint:Removal and replacement of existing worn-out omega joints in viaducts conforming to IRC83-Part II. The rate shall include casting of cast-in-situ plinth at the edge of the deck for fixing joints and fixing adhesive. Gap of expansion joint : 50mm m 50.0 4436.8 3760.0 221840.0 188000.0 6 (ii) Providing and fixing GI grating (upper receiving cap) for 200mm dia HDPE down take pipe (hot dipped galvanised @650gm/sqmt) Each 25.0 4620.47 3915.65 115511.68 97891.25 |
| 25 | Core Cutting on Existing RCC Structure and Block Work using Standard Core Cutting Machine of Size 100 to 200 mm Dia and depth of 150 to a maximum of 450 mm. |
| 26 | Hiring of Machinery 8 (i) Hiring of Truck Mounted Boom lift of 120 ft Height for a minimum period of 1 day up to a maximum of 5 days. Shift 120.0 14750.0 12500.0 1770000.0 1500000.0 8 (ii) Hiring of truck-mounted boom lift of 120 ft Height for more than 5 days. Shift 120.0 11800.0 10000.0 1416000.0 1200000.0 |
| 27 | Supply of Manpower 9 (i) Mason Man days 120.0 1298.0 1100.0 155760.0 132000.0 9 (ii) Coolie Mandays 240.0 1121.0 950.0 269040.0 228000.0 Amount (Rs.) (A2) 5209276.68 4414641.25 Schedule-A3 (DSR 2023) |
| 28 | Any other DSR 2023 Items Amount (Rs.) (A3) 590000.0 500000.0 Total Amount of Schedule-A (Rs.) 11588645.98 9820886.42 Schedule - B (Corrective Maintenance work for Stations & Poonamallee Depot) Name of work: CMRL/O&M/Ph-II/Civil/AMC/01“Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects” S. No Item code nos.(DSR) Description of items Unit Qty Rate (Including GST)(INR) Rate (Excluding GST)(INR) Amount (Including GST)(INR) Amount (Excluding GST)(INR) Schedule-B1 (DSR 2023) |
| 29 | - Amount of Schedule B1 (Rs.) 1770000.0 1500000.0 Schedule-B2 (NDSR Items) |
| 30 | NDSR-1 |
| 31 | NDSR-2 |
| 32 | NDSR-3 |
| 33 | NDSR-4 |
| 34 | NDSR-5 |
| 35 | NDSR-6 |
| 36 | NDSR-7 |
| 37 | NDSR-8 |
| 38 | NDSR-9 Sanitary Installations |
| 39 | NDSR-10 |
| 40 | NDSR-11 |
| 41 | NDSR-12 |
| 42 | NDSR-13 |
| 43 | NDSR-14 |
| 44 | NDSR-15 |
| 45 | NDSR-16 |
| 46 | NDSR-17 (1) Long body Each 10.0 2247.9 1905.0 22479.0 19050.0 (2) Short body Each 10.0 2086.24 1768.0 20862.4 17680.0 |
| 47 | NDSR-18 |
| 48 | NDSR-19 |
| 49 | NDSR-20 |
| 50 | NDSR-21 |
| 51 | NDSR-22 |
| 52 | NDSR-23 |
| 53 | NDSR-24 (i) 100mm dia Each 10.0 2761.2 2340.0 27612.0 23400.0 (ii) 75mm dia Each 10.0 2430.8 2060.0 24308.0 20600.0 |
| 54 | NDSR-25 (i) 80mm dia Each 10.0 2230.2 1890.0 22302.0 18900.0 (ii) 65mm dia Each 10.0 1840.8 1560.0 18408.0 15600.0 (iii) 50mm dia Each 10.0 1687.4 1430.0 16874.0 14300.0 |
| 55 | NDSR-26 (i) 80mm dia Each 10.0 3964.8 3360.0 39648.0 33600.0 (ii) 65mm dia Each 10.0 3681.6 3120.0 36816.0 31200.0 (iii) 50mm dia Each 10.0 2360.0 2000.0 23600.0 20000.0 |
| 56 | NDSR-27 |
| 57 | NDSR-28 |
| 58 | NDSR-29 |
| 59 | NDSR-30 |
| 60 | NDSR-31 (i) 110 mm dia RM 50.0 1227.2 1040.0 61360.0 52000.0 (ii) 75mm dia RM 50.0 767.0 650.0 38350.0 32500.0 |
| 61 | NDSR-32 |
| 62 | NDSR-33 (i) 100mm dia Each 10.0 4484.0 3800.0 44840.0 38000.0 (ii) 80mm dia Each 10.0 4141.8 3510.0 41418.0 35100.0 (iii) 65mm dia Each 10.0 3835.0 3250.0 38350.0 32500.0 |
| 63 | NDSR-34 |
| 64 | NDSR-35 |
| 65 | NDSR-36 Plumbing Works: |
| 66 | NDSR-37 (i) 40mm nominal bore Each 5.0 4478.1 3795.0 22390.5 18975.0 (ii) 50mm nominal bore Each 5.0 6592.66 5587.0 32963.3 27935.0 (iii) 65mm nominal bore Each 5.0 12334.54 10453.0 61672.7 52265.0 (iv) 80mm nominal bore Each 5.0 16666.32 14124.0 83331.6 70620.0 |
| 67 | NDSR-38 (i) 25mm nominal bore Each 5.0 2760.02 2339.0 13800.1 11695.0 (ii) 32mm nominal bore Each 5.0 3839.72 3254.0 19198.6 16270.0 (iii) 40mm nominal bore Each 5.0 5162.5 4375.0 25812.5 21875.0 (iv) 50mm nominal bore Each 5.0 7498.9 6355.0 37494.5 31775.0 (v) 65mm nominal bore Each 5.0 11480.22 9729.0 57401.1 48645.0 (vi) 80mm nominal bore Each 5.0 16889.34 14313.0 84446.7 71565.0 |
| 68 | NDSR-39 |
| 69 | NDSR-40 |
| 70 | NDSR-41 |
| 71 | NDSR-42 |
| 72 | NDSR-43 |
| 73 | NDSR-44 |
| 74 | NDSR-45 |
| 75 | NDSR-46 |
| 76 | NDSR-47 (i) 100mm dia Each 5.0 5689.96 4822.0 28449.8 24110.0 (ii) 150mm dia Each 5.0 5905.9 5005.0 29529.5 25025.0 |
| 77 | NDSR-48 For pipe 100 to 250mm dia Each 5.0 10738.0 9100.0 53690.0 45500.0 For pipe 250 to 300mm dia Each 5.0 12884.42 10919.0 64422.1 54595.0 False Ceiling: |
| 78 | NDSR-49 |
| 79 | NDSR-50 |
| 80 | NDSR-51 |
| 81 | NDSR-52 Amount of Schedule B2 (Rs.) 19400116.1 16440776.36 Schedule-B3 (NDSR - Manpower Supply) |
| 82 | NDSR-53 |
| 83 | NDSR-54 |
| 84 | NDSR-55 |
| 85 | NDSR-56 Amount of Schedule B3 (Rs.) 4443698.56 3765846.24 Grand Total of Schedule B1, B2 & B3 (Schedule-B ) (Rs.) 25613814.66 21706622.6 Name of Work: CMRL/O&M/Ph-II/Civil/AMC/01“Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects” Sl. No. PREAMBLE(Bill of Quantities) |
| 86 | The Bill of Quantities shall be read in conjunction with Notice Inviting Tender, Instructions to Tenderers, General Conditions of Contract, Special Condition of Contract, Employer's Requirements and other parts of Bid Document. |
| 87 | Bill of Quantities comprises of Inland Transportation works, as detailed in NIT and Employer’s Requirements. Tenderers have to quote percentage above(+) / below(-) / at par(0) the rates (inclusive of GST) against respective BOQ amounts given in Schedule/Group. |
| 88 | The rates and prices to be tendered in the unit Priced Bill of Quantities is for completed and finished items of Works and complete in all respect. It will be deemed to include cost of all plants & equipments, labour, supervision / manpower, materials, loading, transportation, unloading, fuel charges, stacking, Insurance, all temporary works, contractor’s profit and establishment/ overheads, all general risks, insurance liabilities, compliance of labour laws and obligations set out or implied in the contract. For taxes and duties refer clause C2.6 of ITT. |
| 89 | The Bidder shall take note of the actual conditions, all risks and contingencies and the terms and conditions specified in this Bid document (comprising of all volumes) and price his bid accordingly. The quoted offer against a schedule/group of BOQ (Bill of Quantities) shall be considered as final. |
| 90 | Bidders are required to download the BOQ file, open it and complete the blue coloured (unprotected) cells with their respective financial offers and other details (such as name of the bidder). No other cells should be changed. Once the details have been completed, the bidder should save it and submit it online on http://eprocure.gov.in/eprocure/app, without changing the filename. The rate shall not be offered/quoted elsewhere in the technical submission/ tender submission. |
| 91 | If the tenderer fails to quote rates against any schedule, the tender may be treated as incomplete and non-responsive and shall be rejected. |
| 92 | Tenderers shall quote their offer in Indian Rupees (INR) only. |
| 93 | In case of any discrepancy between the amount in figures & words, the amount in figures shall be treated as sacrosanct. |
| 94 | The Tenderer shall note that in order to quote \\"at par\\" the BoQ schedule amount, tenderers may do so by selecting to quote \\"at par\\" and quoting \\"0\\" percent. If the tenderer quotes duly selecting \\"at par\\" but mentioning the percentage as Non-Zero figure, then the percentage quoted by thetenderer shall be treated as \\"0\\". Name of Work: CMRL/O&M/Ph-II/Civil/AMC/01“Comprehensive Maintenance of Civil Viaduct, Station & Depot structures for Stage-1A & 1B (Kodambakkam Power house to Poonamallee Bypass along with Depot ramp viaduct structures including Poonamallee Depot) of Corridor-4 of Chennai Metro Rail Project Phase 2 projects” ANNEXURE-13A PROFORMA FOR STATEMENT OF MINOR DEVIATIONS 1. The following are the particulars of minor deviations from the requirements of the Tender Document: Sr. No Clause Deviations Price adjustment for each deviation/s Note : 1. The Tenderer shall indicate price adjustment against each deviation in Annexure-13A of BOQ. This price is the price which the tenderer shall reduced from this tender price if deviation(s) is/are accepted by the Employer. 2. Where there is no deviation, the statement should be returned duly signed with an endorsement indicating ‘No Deviations’. In case, Performa of deviations is not submitted or submitted as blank, it will be construed that the tenderer has not proposed any deviations from tender documents. 3. If the tenderer proposes deviations in tender documents, and/or any other terms and conditions of the tender, other than in this Annexure, it will have no effect. Please Enable Macros to View BoQ information |
