Tender For Construction Of Pre-Engineered Buildings (Peb) Roof Of Fob (Paid And Unpaid) Connecting The Madhuban Chowk Stations Of Line-1 And Line-8 Ext. Of Ph-Iv Of Delhi Mrts
Tender Value
16.84 Crore
Estimated cost
Bid Submission
24 Nov 2026
25 days left
EMD
16.84 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
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Pre-Engineered Buildings (Peb) Roof Of Fob (Paid And Unpaid) Connecting The Madhuban Chowk Stations Of Line-1 And Line-8 Ext. Of Ph-Iv Of Delhi Mrts
BOQ
| Sl. No. | Item Description |
| 1 | Preamble Name of Work: Construction of Pre-Engineered Buildings (PEB) roof of FOB (paid and unpaid) connecting the Madhuban Chowk stations of Line-1 and Line-8 ext. of PH-IV of Delhi MRTS |
| 2 | 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. |
| 3 | BoQ consists of two schedules i.e. Schedule ‘A’ for DSR-2023 items and Schedule 'B' NDSR items. |
| 4 | The rates and prices to be tendered in the unit Priced Bill of Quantities of Schedule ‘A’ for DSR-2023 items and Schedule 'B' NDSR items for completed and finished items of works and complete in all respect. |
| 5 | Tenderers shall quote their offer in Indian Rupees (INR) only. Tenderers are required to quote percentage (%) Excess/Less/At par for Schedule-A and Schedule-B in figures in the appropriate highlighted cells in the BoQ sheet. All the quoted rates will be deemed to include Duties, Taxes, Octroi, Royalty etc., cost of all plants, labour, supervision, materials, resources, machinery, scaffolding, manlifter/skylifter for any work etc., all lead & lifts, carriage, transport, all temporary works, erection, maintenance, survey, all other works mentioned in all Employer's Requirements including appendices, Conditions of Contract on Safety & Health and Environment, Outline Construction Specifications, Outline Design Specifications, Technical Specifications for Architectural Finishes 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. Nothing extra shall be payable on any account. |
| 6 | 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 is to be added. |
| 7 | 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. |
| 8 | If the tenderer fails to quote rates against any item, the tender may be treated as incomplete and non- responsive and shall be rejected. |
| 9 | Errors will be corrected by the employer for any arithmetical errors in computation or summation as per contract conditions. |
| 10 | 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 against each highlighted cells in BoQ. 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. |
| 11 | The actual work executed against all the BOQ as detailed in tender document would be paid on measurement basis as per contract and codal provisions. |
| 12 | The contractor may raise their “On Account” payments as per relevant clause of Employer's Requirement. |
| 13 | In case of any discrepancy in the items of Schedule-A, the item mentioned in DSR-2023 published by CPWD shall prevail. |
| 14 | Demolition of any existing structures shall be carried out without making any damage to the adjacent structures, utilities and with all safety measures. |
| 15 | Payment shcedule for Item no. 1 i.e. DSR-2023 item code 10.16.2, is enclosed with this BOQ. |
| 16 | Schedule A: Works to be executed under DSR'23 |
| 17 | Schedule B: Work to be executed under NDSR item Please Enable Macros to View BoQ information Estimate Name of Work: Construction of Pre-Engineered Building (PEB) roof of FOB (paid and unpaid) connecting the Madhuban Chowk stations of Line-1 and Line-8 ext. of PH-IV of Delhi MRTS Schedule-A (DSR-2023) S. NO. DSR-2023 Item Code Description of Item Unit Rate (INR) Quantity Amount (INR) Remarks |
| 18 | DSR-2023 10.16.2 |
| 19 | DSR-2023 10.25.2 |
| 20 | Any Other Works under DSR-2023 Sub-Total of Schedule-A 110142100.0 Total of Schedule-A (after correction factor of 0.973) (Inclusive of GST) 107168263.3 GST Amount @18% 16347701.18 Amount of Sch-A (exclusive of GST) 90820562.12 \ Estimate Name of Work: Construction of Pre-Engineered Buildings (PEB) roof of FOB (paid and unpaid) connecting the Madhuban Chowk stations of Line-1 and Line-8 ext. of PH-IV of Delhi MRTS Schedule-B (NDSR) S. NO. Description of Item Unit Rate (INR) Quantity Amount (INR) Remarks |
| 21 | Painting of MS sections (built-up tubular (round, square or rectangular hollow tubes etc.) trusses etc.,) at all leads, all lift/ heights and all locations of platform with providing and applying two coats of acrylic aliphatic polyurethane (PU) having DFT 50 Microns each-total 100 microns as per paint manufacturers' spacifications Including preparation of surface where requred, cleaning of surface using dry clothes for dust free surface etc. complete with all required laboures, brush, ladder, scaffolding, sand paper, material, machineries, tools and plants etc, removing of splashings and droppings etc if any, but excluding of cost of terpoline and P.P spider safety net which will paid extra against relevant items, as per engineer-In-charge. |
| 22 | Extra for galvanising over structural steel as per the drawings & Specifications etc. complete in all respect. |
| 23 | Supply, & Installation of ZINC Flat lock System panels in quartz finish-.7mm thickness. Minium slope required is 60 degreeto ensure complete water tightness. The wall cladding system shall comprise of the following described ZINC.7mm Flat Lock panels of 425X425mm max. Exact length and width shall be decided after on site dimensions / GFC Drawings and architectural intent. The roofing sheets shall be as per EN 988 standards. The zinc sheeting/ tile manufacturer shall be ISO certified.Physical characteristics of pre-weathered ZINC roofing sheets:(1) Density: 7.2kg/dm3(II) Thermal expansion coefficient: 0.022 mm/m x °C(III) Melting point: 420 °C(IV) Re-crystallization point: 300 °C(V) Heat conductivity: 110 W/(m.K)(VI) Electrical conductivity: 17Ms/m II. Membrane: Anti abrasive Breathable membrane laid on the backside of the zinc panels ii) Panels shall be fixed of the substrate using HDG Fixing Clips & strips thickness 0.4mm. The clip is designed to withstand negative load requirements: pull out strength: 50daN This whole system should be watertight. iii) Decking Sheet: 1 mm Hi-Tensile Gl sheet iv) Insulation - 12 mm thick foil polyethyulene thermal insulation, conforms to BS 476 Pt. 7. Class 1 Category. |
| 24 | Flashing made of 0.7 mm ZINC same as roof finish for Eaves, Gables, Ridges, etc. |
| 25 | Providing and fixing double skin roofing where top and bottom sheet in trapazoidal profile sheeting with 1015mm effective covered width and 28-35mm crests@ 200-300mm pitch manufactured out of 0.45mm BMT (0.5mm TCT(Total Coated Thickness) excluding paint thickness) Hi-Tensile Galvalume/ Zincalume steel. The Sheets shall have subtle flute/wide pans with 2-3 nos, stiffening ribs for effective water shedding and special male/ femaleends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The material shall be high tensile having 550MPa and shall be hot-dip coated with Zinc-Aluminum Alloy (55% Aluminum, 43.5% Ainc, 1.5% Si) as per AS1397/1S 15961-AZ150 (minimum 150g/sqm total on both sides) with Silicon Modifies Polyter (SMP) coating (minimum Silicon contect 30-50%) or Super Polyester XRW quality paint coat of approved colour. The coating shall be as per AS/NZF-2728:1997(Category 3) and IS 15965. The total coating thickness of 35 microns, comprising of 20 microns exterior coat of SMP or super durable polyester XRW on top surface and 5 Micron primer coat on both surfaces including side and end laps for the top and bottom sheels.The entire double skin system shall be installed over the structure purlin, The steel sheet shall be fastened with minimum 40µm zinc coated of minimum 20µm Zinc-Tin Alloy coated Hex HEad, self drillin screw as per AS-3566 Class 3 Fasteners of approved make with EPDM washer on each crest/ Valley of sheets for connecting with purlins (as per design) on each crestof sheets for connection with purlins and polymer coated hot dipped stitiching fastners of 30mm C/C on all sides and end laps etc. The measurement shall be based on per unit of finshed/laid area. Nothing extra shall be paid for side and end laps. Item to include curved sheets also wherever required. Approved sealing tapes shall be used on side laps and end laps of sheets and closers to be provided at the last end sheet. Contractor shall give minimum 10 years guarantee for the sheets against deterioration, disintegration, loss of lusture, variation in colours etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to safely carry 1.10 times the design wind loads and coating thickness to the satisfaction Engineer-in-charge. Fastners shall also be load tested. The contractor is to submit design and shop drawings for approval. A bottom liner tray made of 0.50mm TCT prepainted High Tensile Galvalume/ Zincalume steel grade AZ 150/ G-300 of similar specifications as for the top sheet in approved colour including side and end laps. The panels shall have 30mm thick (min) insulation core of rigid polyurethene foam of 40 kg/cum density to the requirement of IS-12436-68. The panels shall be produced in a continuos process line with high pressure, oscillation spray foamed insulation core. The panels of customised length shall have a return leg tongue to ensure snug & Air Tight joinery at the bottom. The overlap side shall have an isolation tape to prevent thermal bridge. Roof & Wall Panels shal be fixed using Polymer coated hot dipped hex head self drilling fasteners as per AS 3566 class 3 or equivalent on crest of panels for connection with purlins and stitching fasteners @ 300mm c/c on all sides and end laps etc.Measurement shall be based on per unit of finished surface area. Sealant & Gaskets wherever necessary to be provided to ensure contemporary asthetic look of internations standard.Roof of buildings, side claddings, gable end cladding, monitor roof & similar locations. |
| 26 | Providing and fixing uPVC pipes as per IS:4985 class-4 including all fittings e.g. bends junctions, cowls,clamps at 1m spacing, offsets, clean out plugs etc. jointing with solvent cement including cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good.160mm dia |
| 27 | Open Cell Ceiling : Providing and fixing in true horizontal level Open cell Aluminum lay-In ceiling tiles with border panels forming flush-legular edge of size 600mmx600mmx38mm having Fire Performance CLASS 0/Class 1 (BS 476). The lile of 'Global white' color with cell size 150mm X 150mm shall be laid on white painted Supraline XL15mm profile grid system comprising Main runners (3000mm), 1200mm and 600mm cross tees with 15mm white flanges and 38mm web height. The grid should be of 15mm wide T-section flanges color white having rotary stitching on all T sections i.e. the Main Runner with C3 coupling, 1200 mm & 600 mm Cross Tees with Hardened XL2 Clip having a web height of 38 mm and a load carrying capacity of 14 Kgs/M. The T Sections have a Galvanizing of 90 grams per M2 with pull out strength of 100 Kgs. Item should be complete in all respects as per drawings and direction from Engineer-in-charge |
| 28 | Metal-mesh Ceiling : Providing & fixing S4- Mesh exterior grade minimum 60 micron powder coated 1.2 mm thick Galvanized metal steel (GMS) ceiling system, ceiling planks in the width of 300-600mm and length of 1200-1800mm or as per site requirements. The ceiling planks shall be with square edges on 4 sides, hook onto secondary hook on profiles U 1005 made from GMS 1.25mm. The hook on profiles are then cross connected perpendicularly to perforated L-angle 30x30x1.0mm GMS and suspended with M6 threaded rod and expansion bolt at 1200 mmc.c. Finishes of ceiling to achieve the TAIM quality standard as approved by direction of engineer-in-chief. Item should be complete in all respects as per drawings and direction from Engineer-in-charge |
| 29 | Providing 2.0 m high temporary barricade and arrangement for traffic diversion such as traffic signals during construction at site, for day and night as per requirement and drawings. During construction, barricading and arrangement for traffic diversion has to be kept continuously and maintained and painted properly till the completion of all the activities. The construction barricading will have a width of 9m (outside to outside of barricading). This can be increased at specific locations where the more width is required for construction with approval of Engineer keeping in view the movement of traffic at the ground level and minimum inconvenience to and safety of public. This item includes dismantling, re-erecting, shifting from one location to any location as per the instruction of Engineer, writing, painting, cleaning, arrangement for traffic diversion such as rope light, traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion and as per the direction of Engineer-in-charge. Rate include its maintenance for damages, painting, repairing, shifting, all incidentals, labour materials, equipments, all Tools, plants & machineries required for shifting etc. and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.Nothing extra shall be payable.The barricading material will be property of contractor after complection of work. Note : The payment schedule for item shall be as follows: (i) Providing barricading for a given stage and approval of the same by Engineer : 70% of the accepted amount for item 9.0 (ii) After completion of all activities of stage for which barricading was erected : 30% of the accepted amount for item 9.0 |
| 30 | Traffic signals, signage's & other traffic aids (as per IRC specification) Providing & fixing of retro-reflective traffic sign boards as per IRC recommendations and ISI approved. The rate includes all labour, material, T&P, machinaries, carriage etc. complete in all respect and as per the direction of Engineer-in-charge. Sqm 15983.55 5.0 79917.75 |
| 31 | Providing and fixing and maintaining the road infrastructure during executions, refixing as where required. |
| 32 | Road delinator |
| 33 | Portable Signages |
| 34 | Reflective lights |
| 35 | Traffic cones |
| 36 | Deployment of adequate manpower for 8 hrs. shift for day and night management of traffic in intersection, roadway influenced by contractor and traffic diversions at various levels complete in all respect and as per the direction of Engineer-in-Charge. |
| 37 | Supervisor |
| 38 | Traffic Guards/ Marshalls Note : The deployment to be done with prior approval of DMRC. The personnel at (a) & (b) above should be familiar with traffic rules and regulations. The rate includes providing of all safety accessories such as light battens, flags, all PPE's etc. Total of Schedule-B (Inclusive of GST) 61265387.85 GST Amount @18% 9345567.64 Amount of Sch-A (exclusive of GST) 51919820.21 |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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