Tender For Civil Work Including Design For Remodelling Of Existing Gate No 4 Of Chandni Chowk Metro Station For Installation Of New Escalator, Dismantling Of Existing Staircase And Re-Construction, Construction Of Shed, Tom And Other Remodelling Rela
Tender Value
2.59 Crore
Estimated cost
Bid Submission
18 Nov 2026
5 days left
EMD
2.59 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 Civil Work Including Design For Remodelling Of Existing Gate No 4 Of Chandni Chowk Metro Station For Installation Of New Escalator, Dismantling Of Existing Staircase And Re-Construction, Construction Of Shed, Tom And Other Remodelling Related Work.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 13-Nov-2026 | Addendum-01 | Date | 18-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Total of Schedule-A, B, C |
| 2 | SCHEDULE - A |
| 3 | SCHEDULE - B |
| 4 | SCHEDULE - C OCW-2337 APPENDIX- 3A PROFORMA FOR STATEMENT OF MINOR DEVIATIONS (Refer Clause C 2.2(e) 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 adjustment reduction for each deviation/s Note : 1. The Tenderer shall indicate price reduction against each deviation in Annexure-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 deviationand 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 Annexure, it will have no effect. Signature of authorized signatory On behalf of Tenderer OCW-2337 Preamble |
| 5 | 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 and Technical Specification and other relevant documents. |
| 6 | BoQ1 consists of four schedules i.e. Schedule ‘A’ (DSR Civil-2023 items), Schedule 'B' (NDSR items), Schedule 'C' for DDC items. |
| 7 | Tenderers shall quote their offer in Indian Rupees (₹) only. Tenderers are required to quote percentage (%) Excess/Less for Schedule-A, Schedule-B & Schedule-C in figures in the appropriate highlighted cells in the BoQ1 sheet. |
| 8 | 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 Duties, Taxes, Octroi, Royalty etc., cost of all plants, labour, supervision, materials, transport, all temporary works, erection, maintenance, utility identification, 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 contracts. For taxes and duties refer clause C2.4 & C2.5 of ITT & clause 10 of SCC. |
| 9 | 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. |
| 10 | If the tenderer fails to quote rates against any item, the tender may be treated as incomplete and non-responsive and shall be rejected. |
| 11 | Errors will be corrected by the employer for any arithmetical errors in computation or summation as per contract conditions. |
| 12 | The Financial Proposal (as per BOQ) shall be uploaded online on the website https://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. |
| 13 | 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 as per clause 12 of SCC and Clause 19 of ER. |
| 14 | In case of DSR item the description is given in brief and detailed description of item should be as given in DSR 2023 (Civil) published by CPWD. DELHI METRO RAIL CORPORATION LIMITED Bill of Quantities (BOQ) Contract: OCW-2337 \\"Civil work including design for remodelling of existing gate no 4 of Chandni Chowk Metro Station for installation of new escalator, dismantling of existing staircase and re-construction, Construction of shed, TOM and other remodelling related work.\\" S.No. Item No. Discription Unit Rate (inclusive GST) Rate (Exclusive GST) Quantity Amount (Rs.) Schedule-A: DSR 2023 Items |
| 15 | 1.1 1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading,transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. CUM 494.1 418.73 250.0 123525.0 |
| 16 | 2.8 2.8.1 All kinds of soil. CUM 260.3 220.59 100.0 26030.0 |
| 17 | 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 6676.69 70.0 551495.0 |
| 18 | 5.9 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete SQM 392.15 332.33 300.0 117645.0 |
| 19 | 5.22 5.22.1 Mild steel and Medium Tensile steel bars KG 107.1 90.76 2500.0 267750.0 |
| 20 | 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 9504.75 8054.87 50.0 475237.5 |
| 21 | 5.33.2 5.33.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9860.4 8356.27 10.0 98604.0 |
| 22 | 6.1 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) CUM 7370.65 6246.31 25.0 184266.25 |
| 23 | 6.4 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) CUM 9344.35 7918.94 70.0 654104.5 |
| 24 | 8.2 8.2.2 Granite stone slab of colour black, Cherry/Ruby red 8.2.2.2 Area of slab over 0.50 sqm Sqm 5136.3 4352.8 30.0 154089.0 |
| 25 | 8.2.3 8.2.3.2 Area of slab over 0.50 sqm sqm 3848.7 3261.61 125.0 481087.5 |
| 26 | 10.16 10.16.1 Hot finished welded type tubes KG 194.4 164.75 20000.0 3888000.0 |
| 27 | 10.25 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete KG 123.6 104.75 1000.0 123600.0 |
| 28 | 10.25.2 |
| 29 | 10.28 |
| 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. 0.0 (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 4766.06 50.0 281197.5 |
| 31 | 11.54.2 |
| 32 | 12.1 12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m2 SQM 1457.15 1234.87 600.0 874290.0 |
| 33 | 12.59 12.59.1 8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through autoclaving process SQM 1572.3 1332.46 400.0 628920.0 |
| 34 | 13.4 13.4.1 1:4 (1 cement: 4 coarse sand) SQM 357.35 302.84 300.0 107205.0 |
| 35 | 13.5 13.5.1 1:4 (1 cement: 4 coarse sand) Sqm 411.75 348.94 700.0 288225.0 |
| 36 | 13.43 13.43.1 Water thinnable cement primer Sqm 116.9 99.07 2000.0 233800.0 |
| 37 | 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 160.6 136.1 2000.0 321200.0 |
| 38 | 13.52 13.52.1 On steel work Sqm 241.75 204.87 1000.0 241750.0 |
| 39 | 15.2 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) CUM 2434.25 2062.92 50.0 121712.5 |
| 40 | 15.7 15.7.4 In cement mortar cum 2060.2 1745.93 75.0 154515.0 |
| 41 | 15.14 15.14.1 Of sectional area 40 square centimetres and above cum 4459.1 3778.9 5.0 22295.5 |
| 42 | 15.14.2 |
| 43 | 15.23 15.23.1 For thickness of tiles 10 mm to 25 mm sqm 73.4 62.2 40.0 2936.0 |
| 44 | 15.23.2 |
| 45 | 15.28 15.28.1 G.S. Sheet sqm 164.95 139.79 400.0 65980.0 |
| 46 | 16.53 |
| 47 | 16.87 16.87.1 With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. SQM 4950.9 4195.68 50.0 247545.0 |
| 48 | 16.87.2 |
| 49 | 21.1 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 / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) Kg 634.45 537.67 250.0 158612.5 Any Other DSR 2023 Items 3000000.0 Total Amount of Schedule-A: DSR 2023 Items 22968652.75 Total Amount of Schedule-A (Excluding GST @ 18%) 19464959.96 Total Modified Estimated Cost of Schedule-A after using Correction factor (@0.973) on DSR 2023 Items on account of GST (Excluding GST @ 18%) 18939406.04 GST Amount @ 18% 3409093.09 Total Amount of Schedule-A (Including GST @ 18%) 22348499.13 Schedule-B: NDSR Items |
| 50 | NDSR-1 |
| 51 | NDSR-2 |
| 52 | NDSR-3 |
| 53 | NDSR-4 |
| 54 | NDSR-5 |
| 55 | NDSR-6 |
| 56 | NDSR 7 Total Amount of Schedule-B: NDSR Items 3017090.2 Total Amount of Schedule-B (Excluding GST @ 18%) 2556856.1 GST Amount @ 18% 460234.1 Total Amount of Schedule-B (Including GST @ 18%) 3017090.2 Schedule C: DDC Items |
| 57 | DDC-1 Total Amount of Schedule-C: DDC Items 583408.55 Total Amount of Schedule-C (Excluding GST @ 18%) 494414.03 GST Amount @ 18% 88994.53 Total Amount of Schedule-C (Including GST @ 18%) 583408.55 Total Amount of Schedule A+B+C (Excluding GST @18%) 21990676.17 Grand Total Amount of Schedule A+B+C (Including GST @18%) 25948997.88 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 13, 2026
11:30 IST
Tender Published
Tender notice published.
Today
Nov 18, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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