Tender For Thorough Attention Of Pulbangash Metro And Netaji Subhash Place Metro Station Of Line-1.
Tender Value
4.09 Crore
Estimated cost
Bid Submission
22 Jul 2026
18 days left
EMD
4.09 Lakhs
Bank guarantee accepted
Document Fee
23600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
New Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Thorough Attention Of Pulbangash Metro And Netaji Subhash Place Metro Station Of Line-1.
BOQ
| Sl. No. | Item Description |
| 1 | Total of Schedule-A (DSR-2023 ITEMS) and Schedule-B (NDSR ITEMS) |
| 2 | Total of Schedule-C (Manpower) |
| 3 | Total of Schedule-A (DSR-2023 items) |
| 4 | Total of Schedule-B(NDSR ITEMS) |
| 5 | Total of Schedule-C(Manpower) OCW-2248 APPENDIX- 3A PROFORMA FOR STATEMENT OF MINOR DEVIATIONS (Refer Clause C 2.2(d) and C 15.1 of ITT) 1. The following are the particulars of minor deviations from the requirements of the Tender Document: Sr. No Clause Deviations Price reduction for each deviation/s Note : 1. The Tenderer shall indicate price reduction against each deviation in Appendix-3A of BOQ. This price is the price which the tenderer shall reduce 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. It shall be noted that in case Nil/Zero/NA Price quoted by Tenderer in Appendix-3A then it shall mean that contractor has quoted same price for deviation and undeviation bid. 4. If the tenderer proposes deviations in tender documents, and/or any other terms and conditions of the tender, other than in this Appendix, it will have no effect. Signature of authorized signatory On behalf of Tenderer OCW-2248 S. No. Preamble |
| 6 | The Bill of Quantities shall be read in conjunction with Notice Inviting Tenders, Instructions to Tenderers, General and Special Conditions of Contract, Employer's Requirement, Technical Specifications and other relevant documents. |
| 7 | BoQ1 consists of three schedules i.e. Schedule ‘A’ for DSR Civil-2023 Items, Schedule 'B' for NDSR items & Schedule 'C' for Manpower Items. |
| 8 | Tenderers shall quote their offer in Indian Rupees (₹) only. Tenderers are required to quote percentage (%) Excess/Less for Schedule-A & Schedule-B and percentage (%) Excess for schedule-C in figures in the appropriate highlighted cells in the BoQ1 sheet. |
| 9 | The rates and prices to be tendered in the unit Priced Bill of Quantities are for completed and finished items of works and complete in all respect. It will be deemed to include cost of all Applicable taxes , 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 C2.4 & C2.5 of ITT & clause 10 of SCC. |
| 10 | The price offer in the BOQ shall be given without considering any deviation mentioned in Appendix-3 of FOT i.e. price in the box shall be quoted as per tender conditions without any deviation. |
| 11 | If the tenderer fails to quote rates against any item, the tender may be treated as incomplete and non-responsive and shall be rejected. |
| 12 | Errors will be corrected by the employer for any arithmetical errors in computation or summation as per contract conditions. |
| 13 | The Financial Proposal (as per BOQ) shall be uploaded online on the website http://etenders.gov.in/eprocure/app. The rates shall be quoted in the excel file provided in the bid documents. The tenderer shall download the excel file and quote the rates in BoQ1. After quoting their rates the excel file shall be uploaded accordingly. The rates shall not be offered/quoted elsewhere in the technical submission/ tender submission. |
| 14 | The work executed against the BOQ item in would be paid on measurement basis. |
| 15 | 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. |
| 16 | In case of any discrepancy in DSR items covered under Schedule 'A' the relevant item as mentioned in DSR published by CPWD shall prevail. Please Enable Macros to View BoQ information DELHI METRO RAIL CARPORATION LIMITED Bill of Quantity (BOQ) Name of Works: OCW-2248: \\"Thorough attention of Pulbangash metro and Netaji Subhash place metro station of Line-1\\". S. N. DSR 2023 Item No. Description of Item Unit Rate (₹) Quantity Amount (₹) Remarks SCHEDULE-A (DSR-2023) |
| 17 | 1.1.18 |
| 18 | 4.1 4.1.3 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Cum 7878.5 200.0 1575700.0 |
| 19 | 6.4 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 9105.95 35.0 318708.25 |
| 20 | 6.12 6.12.2 Cement mortar 1:4 (1 cement : 4 coarse sand) Sqm 905.05 100.0 90505.0 |
| 21 | 8.2 8.2.2 Granite stone slab colour black, Cherry/Ruby red 8.2.2.1 Area of slab upto 0.50 sqm 5413.5 100.0 541350.0 8.2.2.2 Area of slab over 0.50 sqm 5136.3 250.0 1284075.0 |
| 22 | 8.14 8.14.1 Red sand stone - exposed face fine dressed with rough backing. 8.14.1.5 30 mm thick Sqm 5295.9 100.0 529590.0 |
| 23 | 10.6 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover. Sqm 3653.2 150.0 547980.0 10.7 Providing and fixing ball bearing for rolling shutters. each 492.35 32.0 15755.2 |
| 24 | 10.16. 10.16.2 Hot finished seamless type tubes. kg 206.35 2500.0 515875.0 |
| 25 | 10.25 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works kg 172.6 2800.0 483280.0 |
| 26 | 10.28 |
| 27 | 11.20 11.20.2 Medium shade pigment using 50% white cement 50% Grey cement. Sqm 1328.35 1200.0 1594020.0 |
| 28 | 11.26 11.26.1 25 mm thick sqm 1948.25 1000.0 1948250.0 |
| 29 | 11.47 11.47.2 Size of Tile 600x600 mm sqm 1893.9 300.0 568170.0 |
| 30 | 11.54 (a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug. (b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x20x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge. (c) Providing and fixing Access Floor panel of 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange). The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product. 11.54.1 300 mm Finished Floor Height (FFH). Sqm 5623.95 350.0 1968382.5 11.54.2 450 mm Finished Floor Height (FFH). sqm 5977.35 400.0 2390940.0 |
| 31 | 12.21 12.21.1 In 75x75 mm deep chase meter 305.15 800.0 244120.0 12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 0.0 12.41.2 110 mm diameter meter 377.4 260.0 98124.0 |
| 32 | 12.52 12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness60 microns (minimum), including factory painted after bending and perforation and backed with a black Glass fiber acoustical fleece. Sqm 2068.75 400.0 827500.0 |
| 33 | 13.5 13.5.2 1:6 (1 cement: 6 coarse sand) Sqm 395.35 700.0 276745.0 |
| 34 | 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 226.25 1800.0 407250.0 13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2(1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). sqm 1162.25 250.0 290562.5 |
| 35 | 13.83 13.83.2 Two coats sqm 142.8 8000.0 1142400.0 |
| 36 | 13.91 |
| 37 | 13.99 13.99.1 One or more coats on old work. Sqm 102.8 2500.0 257000.0 |
| 38 | 13.111. 13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface). Sqm 120.75 6000.0 724500.0 |
| 39 | 14.1 14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) sqm 560.5 800.0 448400.0 |
| 40 | 14.72 |
| 41 | 14.77 |
| 42 | 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Cum 2434.25 300.0 730275.0 |
| 43 | 15.7 15.7.4 In cement mortar Cum 2060.2 60.0 123612.0 |
| 44 | 15.56 |
| 45 | 16.53 |
| 46 | 16.69 |
| 47 | 16.87 16.87.1 With granite stone of colour black, cherry/ruby red of arealess than 0.50 sqm. sqm 4950.9 150.0 742635.0 |
| 48 | 16.83 |
| 49 | 16.91 16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. sqm 1045.65 1000.0 1045650.0 |
| 50 | 16.93 |
| 51 | 18.9 18.9.3 25 mm nominal dia Pipes meter 355.4 200.0 71080.0 18.9.4 32 mm nominal dia Pipes meter 438.6 200.0 87720.0 18.9.5 40 mm nominal dia Pipes meter 563.05 200.0 112610.0 18.9.6 50 mm nominal dia Pipes meter 794.25 200.0 158850.0 |
| 52 | 18.48 |
| 53 | 19.19 19.19.3.1 H D - 20 ,Circular shape 560 mm internal diameter each 1675.7 40.0 67028.0 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 54 | 19.27.1 |
| 55 | 19.28 19.28.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 6889.8 30.0 206694.0 19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 19.35.1 450 mm dia RCC pipes. meter 2676.55 400.0 1070620.0 |
| 56 | 21.8 21.8.1 Upto 5mm depth and 5 mm width meter 96.75 700.0 67725.0 |
| 57 | 21.18 |
| 58 | 22.14 22.14.2 Cement mortar 1:3 (1 cement : 3 coarse sand) Cum 16112.1 25.0 402802.5 |
| 59 | Total of Schedule-A: DSR-2023 Items 38137967.95 Total of Schedule-A: DSR-2023 Items after applying CPWD factor in DSR 2023 (0.973) 37108242.82 Total of Schedule-A (Exclusive of GST@18%) 31447663.41 GST @ 18% 5660579.41 Total of Schedule-A (Inclusive of all, GST@18%) 37108242.82 Schedule-B (NDSR Items) |
| 60 | NDSR-1 |
| 61 | NDSR-2 |
| 62 | NDSR-3 |
| 63 | NDSR-4 |
| 64 | NDSR-5 |
| 65 | NDSR-6 Total of Schedule-B: NDSR Items 3285828.0 Total of Schedule-B (Exclusive of GST@18%) 2784600.0 GST @ 18% 501228.0 Total of Schedule-B (Inclusive of all, GST@18%) 3285828.0 Schedule-C (Manpower) |
| 66 | NDSR-7 |
| 67 | NDSR-8 |
| 68 | NDSR-9 Total of Schedule-C: Manpower 526294.0 Total of Schedule-C (Exclusive of GST@18%) 446011.86 GST @ 18% 80282.13 Total of Schedule-C (Inclusive of all, GST@18%) 526293.99 Grand Total of Schedule-A + Schedule-B + Schedule-C (Exclusive of GST@18%) 34678275.27 Grand Total of Schedule-A + Schedule-B + Schedule-C (Inclusive of all, GST@18%) 40920364.81 |
AI Tender Summary
Tender Timeline
Jul 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysJul 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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