Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC PLOT NO 68 3 NEW UTTAM NAGAR RAJAPURI ROAD NEW DELHI 110059 | NEW DELHI | NEW DELHI | DELHI | 110059 | ₹1.4 Cr | 1 | Accepted-AOC As per quoted rate |
| 2 | 2₹1.4 Cr+₹7.4 L (5.42%)Rejected-AOC | ₹1.4 Cr+₹7.4 L (5.42%) | 2 | Rejected-AOC As per quoted rate |
| 3 | 3₹1.7 Cr+₹37.3 L (27.5%)Rejected-AOC | ₹1.7 Cr+₹37.3 L (27.5%) | 3 | Rejected-AOC As per quoted rate |
| 4 | 4₹2.0 Cr+₹62.0 L (45.6%)Rejected-AOC 30 U G F EAST END ENCLAVE LAXMI NAGAR DELHI 110092 | SHAHDARA | DELHI | 110092 | ₹2.0 Cr+₹62.0 L (45.6%) | 4 | Rejected-AOC As per quoted rate |
| Sl No | Description | Qty | Unit | JJS Engineers (I) Pvt. Ltd. L1 | M/S SATYAPAL SHARMA L3 | AYUB ALI & SONS L4 | ROYAL CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Total of Schedule-A (DSR-2023 ITEMS) and Schedule-B (NDSR ITEMS) | 2,84,94,223.67 | Nos | 54.6 ₹1,29,36,377.55 Lowest | 41.5 ₹1,66,69,120.85 | 32.86 ₹1,91,31,021.78 | 52.06 ₹1,36,60,130.83 |
| 2.00 | Total of Schedule-C
(Manpower) | 6,42,012.5 | Nos | 0.01 ₹6,42,076.7 Lowest | 0.2 ₹6,43,296.53 | 0.1 ₹6,42,654.51 | 2 ₹6,54,852.75 |
Tender Value
₹2.9 Cr
EMD Value
₹1 L
Closing Date
31 Dec 2025, 2:00 pmClosed
CE Tender/O and M
DELHI METRO RAIL CORPORATION LTD. 5thFLOOR, C-WING, METRO BHAWAN, FIRE BRIGADE LANE, BARAKHAMBA ROAD, NEW DELHI 110001
Maintenance contract for civil work from Kashmiri Gate to Khan Market of L-6.
2025_DMRC_886273_1
OCM-2106
Open Tender
Civil Works
Works
1095 days
New Delhi
Please refer Tender documents.
6 documents required · 6 mandatory
₹23,600
DMRC O and M EMD Payment Gateway Facility Account
₹1 L
Through video conferencing
12 Mar 2026
12 Dec 2025
1 Jan 2026
12 Dec 2025
31 Dec 2025
26 Dec 2025
12 Dec 2025 - 18 Dec 2025
19 Dec 2025
In case of any discrepancy between amount quoted in figures and in words, the amount in figures shall be treated as sacrosanct.
Total of Schedule-C (Manpower)
BoQ_Ver3.0
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 relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
For taxes and duties, refer clause11.1.1 of General Condition of Contract (Nov.2019) and C 2.6 of ITT.
Total of Schedule-B (NDSR ITEMS)
Total of Schedule-C (Manpower)
Total of Schedule-A (DSR-2023 items)
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:
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
Total of Schedule-A (DSR-2023 items)
Total of Schedule-C (NDSR items)-(Including GST@18%)
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.
If the tenderer fails to quote rates against any item, the tender will be treated as incomplete and non- responsive and shall be rejected.
Total od Schedule - C (NDSR items) - (Excluding GST@18%).
Grand Total of Schedule A , Schedule B & Schedule C (Excluding GST@18%)
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.
Grand Total of Schedule A , Schedule B & Schedule C (Including of All)
Total of Schedule - A (DSR-2023 items)- (Exclusive of GST@18%)
The rates and prices to be tendered in the unit Priced Bill of Quantities of Schedule ‘A’, Schedule 'B' and Schedule 'C' 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.
In case of any discrepancy in DSR items covered under Schedule 'A' the relevant item as mentioned in DSR published by CPWD shall prevail.
DELHI METRO RAIL CARPORATION LIMITED
Schedule 'A' consists of DSR items based on DSR-2023. Schedule 'B' NDSR for Civil works as detailed in Tender documents items and Schedule 'C' NDSR for Manpower. Tenderers shall quote their offer in Indian Rupees (₹) only. Tenderers are required to quote percentage (%) Excess/Less for Schedule-A, Schedule-B, and Excess for Schedule-C in figures in the appropriate highlighted cells in the BoQ1 sheet.
Schedule-A (DSR-2023 items)
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 Engineer-in- charge.
All kinds of soil.
All kinds of soil
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Cement mortar 1:4 (1 cement : 4 coarse sand)
Cement mortar 1:4 (1 cement :4 coarse sand)
30 mm thick
40 mm thick
Red sand stone - 30 mm thick gang saw cut stone
Twin rubber stopper
The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the
Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including fixing with necessary screws etc. complete.
Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
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.
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.
Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
4.0 mm thick glass panes
Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50 mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (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 100 mm x 100 mm x 3 mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5 mm welded with GI fully threaded stud 16 mm 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 approv2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laborat
300 mm Finished Floor Height (FFH)
450 mm Finished Floor Height (FFH).
0.80 mm thick with zinc coating not less than 275 gm/m²
In 75x75 mm deep chas
75 mm diameter
Metre
Coupler
Single tee without door
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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. 738.65
GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulo
1:4 (1 cement: 4 coarse sand)
With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
Two coats
150 mm diameter pipes
One or more coats on old work
Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.
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 Engineer-in-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.
Orissa pattern W.C Pan of size 580x440 mm
Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
Demolishing brick work 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
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
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.
Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement :4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
W.C. pan with ISI marked white solid plastic seat and lid
White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete
Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.
10 litre (full flush) capacity-white
White solid plastic seat with lid
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
40 mm dia
50 mm nominal dia Pipes
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.
15 mm nominal bore with 45 cm length
300 mm dia. R.C.C. pipe
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
Upto 5 mm depth and 5 mm width
Multiplying Correction factor by CPWD of (0.973)
Providing welder/fitter for welding work along with welding machine to carry out welding in Line- 6 as per direction of engineer in charge including the cost of consumables
Add GST @ 18.00%
Total Amount of Schedule-A (ANY DSR-2023 Items) (Inclusive of GST@18%)
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of useable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
per hour
Total of Schedule - A (DSR-2023 items) - (Including of GST18%).
nd grinding corners and required holes etc all complete and all taxes etc.
Providing & fixing 10mm thick toughened glass existing aluminium frames, subframes with EPDM rubber gasket, silicon sealent and necessary pressure clip as and where required. The rate quoted shall be inculsive of fixing and grinding corners all complete and all taxes etc. The contractor shall visit the site and take exact measurment of size in which glass is to be provided at various locations. (Without Aluminium frame)
Refixing of old 30 mm thick granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
Refixing of dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 1m×1m, fixed to structural steel frame work and/or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately). (Rate of Scafolding included).
GST Amount@18%
Schedule-C (NDSR items- Manpower)
Providing plumber/Mason/fitter for plumbing / sewerage rectification work with all required T&P as per direction of Engineer in charge
Providing unskilled labor/helper/beldar as per direction of Engineer in charge. The rate shall be inclusive of PF,ESI & CP etc
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.44 MB
TenderDoc.rar
Tender Documents • 31.38 MB
BOQ_931559.xls
BOQ • 0.39 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .