Tender For Replacement Of Old Water Supply Line, Roof Gutter, Ms Platform And Attention To Leakage Seepage In Ybd
Tender Value
3.47 Crore
Estimated cost
Bid Submission
20 Aug 2026
4 days left
EMD
3.47 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 Replacement Of Old Water Supply Line, Roof Gutter, Ms Platform And Attention To Leakage Seepage In Ybd
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 10-Aug-2026 | Addendum 1 | Date | 20-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Total of Schedule-A (DSR 2023 Items )+ Schedule-B (DSR-E&M 2025) |
| 2 | Total of Schedule-A (DSR 2023 Items) |
| 3 | Total of Schedule-B (DSR E&M 2025) OCW-2234 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 Preamble OCW-2234 |
| 4 | 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. |
| 5 | BoQ1 consists of Schedule ‘A’ for DSR 2023 items and Schedule ‘B’ for DSR E&M 2025 items. |
| 6 | The rates and prices to be tendered in the unit Priced Bill of Quantities of Schedule ‘A’, Shecudle 'B' are for completed and finished items of works and complete in all respect. |
| 7 | Tenderers shall quote their offer in Indian Rupees (INR) only. Tenderers are required to be quoted percentage (%) Excess/Less for schedule-A and Schedule-B in figures in the appropriate highlighted cells in the BoQ1 sheet. All the quoted rates 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 C2.5 of ITT & clause 10 of SCC. |
| 8 | 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. |
| 9 | If the tenderer fails to quote rates against any item, the tender may be treated as incomplete and non- responsive and shall be rejected. |
| 10 | Errors will be corrected by the employer for any arithmetical errors in computation or summation as per contract conditions. |
| 11 | 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 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. |
| 12 | The actual work executed against all the BOQ as detailed in tender document would be paid on measurement basis. |
| 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. |
| 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. Please Enable Macros to View BoQ information DELHI METRO RAIL CORPORATION LIMITED BOQ Contract No.: OCW-2234 :“Replacement of Old water supply Line, roof gutter, MS platform and attention to leakage seepage in YBD” Item Code Description of Item Unit Quantity Rate Amount (Rs) Schedule - A (CIVIL DSR-2023 Items) |
| 15 | Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) : 18.17.4 65 mm nominal bore nos. 35.0 1742.15 60975.25 |
| 16 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (Newwork) : 18.46.6 65 mm nominal bore nos. 60.0 1136.8 68208.0 |
| 17 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 18.9.9 100 mm nominal dia Pipes Meter 1000.0 3271.7 3271700.0 18.9.7 65 mm nominal dia Pipes Meter 2000.0 1674.4 3348800.0 18.9.6 50 mm nominal dia Pipes meter 700.0 794.25 555975.0 18.9.3 25 mm nominal dia Pipes meter 500.0 355.4 177700.0 10.16.2 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Kg 24464.9 168.95 4133344.86 4.1.2 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel : Cum 70.0 8340.85 583859.5 |
| 18 | Carrigae of material 1.1.1 Lime. Mouram, Building rubish, beyond 10 KM upto 20 Km Cum 50.0 294.96 14748.0 |
| 19 | Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix) Cum 30.0 2434.25 73027.5 15.43.2 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Sqm 12.0 428.5 5142.0 10.25.2 Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required. Kg 25500.0 172.6 4401300.0 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge. areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineerin-charge. excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 2.10.1 All kinds of soil Cum 30.0 177.5 5325.0 |
| 20 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 21 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 22 | Providing and erecting 2.00 metre high temporary barricading at site;each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or50x50x3mm hollow MS tube posts/horizontal members/bracingscovered with 1.63mm thick MS sheet. The sheet shall be fixed with30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, cautiontape 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. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineerin- Charge. (Note :- One time paym 18.59.2 Providing and fixing C.I. double acting air valve of approved qualitywith bolts, nuts, rubber insertions etc. complete (The tail pieces,tapers etc if required will be paid separately) Each 3.0 6993.6 20980.8 18.60.2 Providing and fixing enclosed type water meter (bulk type) conformingto IS : 2373 and tested by Municipal Board complete with bolts,nuts, rubber insertions etc. (The tail pieces if required will be paidseparately) : Each 10.0 5468.35 54683.5 18.61.2 Providing and fixing C.I. dirt box strainer for bulk type water meterwith nuts, bolts, rubber insertions etc. complete conforming to IS :2373 : Each 10.0 7460.0 74600.0 10.25.1 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. Kg 21216.8 102.25 2169417.8 |
| 23 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. |
| 24 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. 13.52.1 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete Sqm 4000.0 365.03 1460120.0 |
| 25 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge Sqm 1000.0 1017.8 1017800.0 12.1.3 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Sqm 360.0 1087.65 391554.0 14.91.1 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : Sqm 3520.0 560.95 1974544.0 |
| 26 | Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. 1900 SUB HEAD : 25 STRUCTURAL GLAZING ALUMINIUM COMPOSITE PANEL (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 12.47.1 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified Sqm 200.0 1401.35 280270.0 12.47.2 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. Sqm 600.0 1245.65 747390.0 12.41.2 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. meter 600.0 377.4 226440.0 Any DSR 1500000.0 Total of Schedule-A DSR 2023 (Inclusive of all, GST@18%) 32675825.21 Total of Schedule A (DSR 2023 Items) (Inclusive of all, GST@18%) Correction Factor 0.973 on Civil DSR 2023 31793577.93 Total of Schedule A (DSR 2023 Items) (Excluding of all, GST@18%) 26943710.1101695 GST @18% 4849867.81983051 Total of Schedule-A (DSR 2023 Items) (Including GST@18%) 31793577.93 Schedule - B ( DSR E&M 2025) |
| 27 | Providing, laying, testing & commissioning of 'B' class heavy duty G.I. pipe conforming to IS 1239 includingwelding, fittings like elbows, tees, flanges, tapers, nuts, bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 27.8.7 100 mm Meter 1500.0 1925.0 2887500.0 |
| 28 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gasketsconforming to IS 13095 of following sizes as required 27.11.5 100 mm dia Set 5.0 7272.0 36360.0 |
| 29 | Supplying, fixing, testing & commissioning of double flanged sluice valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : 27.12.5 100mm dia Set 2.0 15483.0 30966.0 Total of Schedule =B ( DSR E&M 2025)) (Inclusive of all, GST@18%) 2954826.0 Total of Schedule-B ( DSR E&M 2025)) (Excluding GST@18%) 2504089.83 GST @18% 450736.17 Total of Schedule-B (DSR E&M 2025) (Including GST@18%) 2954826.0 Grand Total of Schedule - A (Civil DSR 2023) + Schedule - B (DSR E&M 2025) (Including GST 18%) 34748403.93 |
AI Tender Summary
Tender Timeline
Aug 10, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 20, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysAug 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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