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Tender Value
₹15.2 Cr
EMD Value
₹30.5 L
Closing Date
17 Aug 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORKS
14 conditions · 3 needing a document upload
Documents as per the requirement of financial eligibility criteria (REF: Clause 10.2 and for tenderer participating as JV firm clause 17.15.2 of Tender Form (Second Sheet) along with Annexure -VIB at page 14,24-25 & 40 of GCC April 2022)
Documents for evaluating the Bid capacity, for tenders having advertised value more than Rs. 10.00 crore (Ref: Clause 10.3 and for tenderer participating as JV firm clause 17.15.3 of Tender form (second sheet) along with Annexure-VI at page 14,25 & 35-36 of GCC April 2022.
Works completion certificate(s) as per the requirements of Technical eligibility criteria (Ref: clause 10.1 and for tenderer participating as JV firm clause 17.15.1 of Tender form (second sheet) as page 12-14 & 24 of GCC April 2022 & Clause 1(C) of Special Condition of Contract (Part-I) (SCC) at page 141-142 of this document.
4 conditions · 1 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
The tenderers are required to comply with the requirements specified in the 'Special Instructions & Guidelines for submitting e-Tenders' while submitting e-tenders (Page 3 to 9 of Tender Document/ Technical Bid (Packet-I).
"Construction of Multi level Parking facility at Panvel Station- (G+3 Floor) Building (Size 60 x 30M)".
DYCECPNVL-03-2026
DYCECPNVL-03-2026
Open
Works - General
16 Months
Raigad, Maharashtra
₹0
₹30.5 L
25 Jul 2026
25 Jul 2026
3 Aug 2026
106 items across 1 schedule · ₹17,87,34,811.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum 2298.82 | — | 260.3 | 5,98,382.85 |
| 2 | Ordinary rock | cum | 200 | 632.95 | 1,26,590 |
| 3 | Hard rock (blasting prohibited) | cum | 750 | 1,523.05 | 11,42,287.5 |
| 4 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 100 | 215.6 | 21,560 |
| 5 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 100 | 352.15 | 35,215 |
| 6 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | Metre | 150 | 549.75 | 82,462.5 |
| 7 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 260 | 9,212.6 | 23,95,276 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 2200 | — | 842.5 | 18,53,500 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm 8500 | — | 927.25 | 78,81,625 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 5400 | — | 736.4 | 39,76,560 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 3500 | — | 961.3 | 33,64,550 |
| 12 | Stairs, (excluding landings) except spiral- staircases | Sqm 1100 | — | 764.95 | 8,41,445 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 575000 | — | 107.85 | 6,20,13,750 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum 3455 | — | 10,011.35 | 3,45,89,214.25 |
| 15 | Concrete of M40 grade with minimum cement content of 390 kg /cum | cum | 520 | 10,313.3 | 53,62,916 |
| 16 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 950 | 8,333.65 | 79,16,967.5 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 15 | 3,414.8 | 51,222 |
| 18 | Area of slab over 0.50 sqm | Sqm | 25 | 3,078.4 | 76,960 |
| 19 | Area of slab upto 0.50 sqm | Sqm | 55 | 5,413.5 | 2,97,742.5 |
| 20 | Area of slab over 0.50 sqm | Sqm | 110 | 5,136.3 | 5,64,993 |
| 21 | Marble work | Metre | 10 | 298.6 | 2,986 |
| 22 | Granite work | Metre | 20 | 510.95 | 10,219 |
| 23 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 500 | 1,267.95 | 6,33,975 |
| 24 | Second class teak wood | cum | 200 | 1,42,949.7 | 2,85,89,940 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 3,473.85 | 34,738.5 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg 1500 | — | 238.35 | 3,57,525 |
| 27 | With 12 mm mild steel U beading | Sqm | 15 | 939.2 | 14,088 |
| 28 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 8 | 228.85 | 1,830.8 |
| 29 | 300x16 mm | Each | 14 | 216.55 | 3,031.7 |
| 30 | 250x16 mm | Each | 12 | 193.7 | 2,324.4 |
| 31 | 250x10 mm | Each | 12 | 83.9 | 1,006.8 |
| 32 | 150x10 mm | Each | 12 | 59.45 | 713.4 |
| 33 | 100x10 mm | Each | 12 | 44.3 | 531.6 |
| 34 | 125 mm | Each | 25 | 39.95 | 998.75 |
| 35 | 100 mm | Each | 25 | 32.55 | 813.75 |
| 36 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 25 | 1,124.85 | 28,121.25 |
| 37 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 15 | 3,754.2 | 56,313 |
| 38 | 1.0 mm thick | Sqm | 15 | 897.3 | 13,459.5 |
| 39 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 15 | 11,439.6 | 1,71,594 |
| 40 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 12 | 3,653.2 | 43,838.4 |
| 41 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 15 | 220.65 | 3,309.75 |
| 42 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 450 | 97.2 | 43,740 |
| 43 | Providing and fixing bolts including nuts and washers complete. | Kg | 450 | 159.35 | 71,707.5 |
| 44 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 250 | 772.4 | 1,93,100 |
| 45 | 25 mm thick | Sqm | 500 | 1,948.25 | 9,74,125 |
| 46 | Size of Tile 600x600 mm | Sqm | 200 | 1,553.45 | 3,10,690 |
| 47 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 48 | 110 mm | Each | 12 | 136.15 | 1,633.8 |
| 49 | 110 mm bend | Each | 14 | 150.35 | 2,104.9 |
| 50 | 110 mm | Each | 16 | 371.3 | 5,940.8 |
| 51 | 1:4 (1 cement: 4 fine sand) | Sqm 2500 | — | 347.05 | 8,67,625 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm 2550 | — | 471.35 | 12,01,942.5 |
| 53 | 1:3 (1 cement: 3 fine sand) | Sqm | 250 | 494.3 | 1,23,575 |
| 54 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | Per bag 2550 of 50 kg cement used in the mix | — | 22.1 | 56,355 |
| 55 | Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof. | Sqm | 800 | 87.1 | 69,680 |
| 56 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 2500 | — | 262.7 | 6,56,750 |
| 57 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm 2500 | — | 185.65 | 4,64,125 |
| 58 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm 2550 | — | 160.6 | 4,09,530 |
| 59 | Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively. | Sqm | 200 | 66.9 | 13,380 |
| 60 | Two or more coats on new work | Sqm | 25 | 155.9 | 3,897.5 |
| 61 | 40 mm thick | Sqm 3600 | — | 1,365.5 | 49,15,800 |
| 62 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm 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, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously including 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 Engineer-in-Charge.. | Metre | 280 | 3,439.5 | 9,63,060 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 65 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 66 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 5 | 1,550.6 | 7,753 |
| 67 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 5 | 1,683.35 | 8,416.75 |
| 68 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 349.15 | 1,745.75 |
| 69 | 10 litre capacity - White | Each | 5 | 1,190.65 | 5,953.25 |
| 70 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 5 | 1,034.8 | 5,174 |
| 71 | 32 mm dia | Each | 5 | 103.9 | 519.5 |
| 72 | Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. | Each | 5 | 55.65 | 278.25 |
| 73 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 74 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 25 | 1,151.9 | 28,797.5 |
| 75 | Sand cast iron S&S as per IS - 3989 | Each | 5 | 1,975.15 | 9,875.75 |
| 76 | 100 mm dia | Metre | 15 | 713.2 | 10,698 |
| 77 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 5 | 708.95 | 3,544.75 |
| 78 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 5 | 107.2 | 536 |
| 79 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 5 | 175.4 | 877 |
| 80 | 15 mm nominal dia Pipes | Metre | 50 | 497.8 | 24,890 |
| 81 | 20 mm nominal dia Pipes | Metre | 50 | 537.6 | 26,880 |
| 82 | 25 mm nominal dia Pipes | Metre | 75 | 627.25 | 47,043.75 |
| 83 | 40 mm nominal dia Pipes | Metre | 25 | 563.05 | 14,076.25 |
| 84 | 50 mm nominal dia Pipes | Metre | 25 | 794.25 | 19,856.25 |
| 85 | 50 mm dia nominal bore | Metre | 25 | 762.15 | 19,053.75 |
| 86 | 80 mm dia nominal bore | Metre | 25 | 1,041.7 | 26,042.5 |
| 87 | 40 mm nominal bore | Each | 2 | 826.1 | 1,652.2 |
| 88 | 50 mm nominal bore | Each | 2 | 1,026.65 | 2,053.3 |
| 89 | 80 mm nominal bore | Each | 2 | 2,604.55 | 5,209.1 |
| 90 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 91 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per 15000 Litre | — | 11 | 1,65,000 |
| 92 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 93 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 94 | Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. | Each | 10 | 74.8 | 748 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 118.5 | 1,185 |
| 96 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 97 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 5 | 2,734.2 | 13,671 |
| 98 | 300 mm dia. R.C.C. pipe | Metre | 25 | 994.3 | 24,857.5 |
| 99 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 250 | 495.05 | 1,23,762.5 |
| 100 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 350 | 598.6 | 2,09,510 |
| 101 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 45 | 1,176.8 | 52,956 |
| 102 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 25 | 617.05 | 15,426.25 |
| 103 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm 1800 | — | 1,684.6 | 30,32,280 |
| 104 | Frame size 50 x 100 mm | Metre | 25 | 947.7 | 23,692.5 |
| 105 | Frame size 65 x 100 mm | Metre | 25 | 1,111.3 | 27,782.5 |
| 106 | 35 mm thick | Sqm | 15 | 5,015.35 | 75,230.25 |
| Schedule total | ₹17,87,34,811.6 | ||||
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