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Tender Value
₹36.1 Cr
EMD Value
₹72.2 L
Closing Date
13 Apr 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)
Document 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 From (second sheet) along with Annexure-VI at page 14, 25, & 35-36 of GCC April 2022)
Works completion certificate(s) s per the requirement 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-1) (SCC) at Page 138-140 of this document.)
4 conditions · 1 needing a document upload
Refer to the instructions under 'SPECIAL INSTRUCTIONS & GUIDELINES FOR SUBMITTING e-TENDERS' at page nos 3 to 9 of tender documents/ Technical Bid Documents.
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.
Construction of Ramp for approach of deck slab, Balance work of deckslab, Station Building and other miscellaneous work at Panvel station.
DYCECPNVL-2026-01-R~CR
DYCECPNVL-2026-01-R
Open
Works - General
12 Months
Raigad, Maharashtra
₹0
₹72.2 L
13 Apr 2026
20 Mar 2026
30 Mar 2026
182 items across 5 schedules · ₹9,86,79,234.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 400 | 9,212.6 | 36,85,040 |
| 2 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 600 | 392.15 | 2,35,290 |
| 3 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 8000 | 842.5 | 67,40,000 |
| 4 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 24500 | 927.25 | 2,27,17,625 |
| 5 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 22500 | 736.4 | 1,65,69,000 |
| 6 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1700 | 961.3 | 16,34,210 |
| 7 | Stairs, (excluding landings) except spiral-staircases | Sqm | 1250 | 764.95 | 9,56,187.5 |
| 8 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 100000 | 384.3 | 3,84,30,000 |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1250000 | 107.85 | 13,48,12,500 |
| 10 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 115 | 9,655.7 | 11,10,405.5 |
| 11 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum | 325 | 9,957.65 | 32,36,236.25 |
| 12 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 985 | 10,011.35 | 98,61,179.75 |
| 13 | Concrete of M40 grade with minimum cement content of 390 kg /cum | cum | 4950 | 10,313.3 | 5,10,50,835 |
| 14 | Concrete of M50 grade with minimum cement content of 410 kg /cum | cum | 310 | 10,464.3 | 32,43,933 |
| 15 | 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 | 500 | 8,333.65 | 41,66,825 |
| 16 | Area of slab upto 0.50 sqm | Sqm | 35 | 3,414.8 | 1,19,518 |
| 17 | Area of slab over 0.50 sqm | Sqm | 55 | 3,078.4 | 1,69,312 |
| 18 | Area of slab upto 0.50 sqm | Sqm | 210 | 5,413.5 | 11,36,835 |
| 19 | Area of slab over 0.50 sqm | Sqm | 345 | 5,136.3 | 17,72,023.5 |
| 20 | Marble work | Metre | 125 | 298.6 | 37,325 |
| 21 | Granite work | Metre | 450 | 510.95 | 2,29,927.5 |
| 22 | Granite Stone of approved shade | Sqm | 15 | 4,051.85 | 60,777.75 |
| 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 | 1450 | 1,267.95 | 18,38,527.5 |
| 24 | Second class teak wood | cum | 1.85 | 1,42,949.7 | 2,64,456.95 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 120 | 3,473.85 | 4,16,862 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 2250 | 238.35 | 5,36,287.5 |
| 27 | With 12 mm mild steel U beading | Sqm | 45 | 939.2 | 42,264 |
| 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 | 10 | 228.85 | 2,288.5 |
| 29 | 300x16 mm | Each | 45 | 216.55 | 9,744.75 |
| 30 | 250x16 mm | Each | 15 | 193.7 | 2,905.5 |
| 31 | 250x10 mm | Each | 45 | 83.9 | 3,775.5 |
| 32 | 150x10 mm | Each | 45 | 59.45 | 2,675.25 |
| 33 | 100x10 mm | Each | 12 | 44.3 | 531.6 |
| 34 | 125 mm | Each | 45 | 39.95 | 1,797.75 |
| 35 | 100 mm | Each | 20 | 32.55 | 651 |
| 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 | 20 | 1,124.85 | 22,497 |
| 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 | 20 | 3,754.2 | 75,084 |
| 38 | 1.0 mm thick | Sqm | 240 | 897.3 | 2,15,352 |
| 39 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 12500 | 133.7 | 16,71,250 |
| 40 | 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 | 25 | 11,439.6 | 2,85,990 |
| 41 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 20 | 3,653.2 | 73,064 |
| 42 | Hot finished welded type tubes | Kg | 2500 | 194.4 | 4,86,000 |
| 43 | 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 | 25 | 220.65 | 5,516.25 |
| 44 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 125 | 97.2 | 12,150 |
| 45 | Providing and fixing bolts including nuts and washers complete. | Kg | 125 | 159.35 | 19,918.75 |
| 46 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 250 | 172.6 | 43,150 |
| 47 | M.S. tube | Kg | 120 | 196.8 | 23,616 |
| 48 | 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 | 550 | 772.4 | 4,24,820 |
| 49 | 25 mm thick | Sqm | 1500 | 1,948.25 | 29,22,375 |
| 50 | Size of Tile 600x600 mm | Sqm | 700 | 1,553.45 | 10,87,415 |
| 51 | Size of Tile 800x800 mm | Sqm | 2100 | 1,885.5 | 39,59,550 |
| 52 | 110 mm diameter | Metre | 120 | 377.4 | 45,288 |
| 53 | 110 mm | Each | 25 | 136.15 | 3,403.75 |
| 54 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 55 | 110 mm | Each | 25 | 371.3 | 9,282.5 |
| 56 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 2150 | 1,355.8 | 29,14,970 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 6100 | 399.45 | 24,36,645 |
| 58 | 1:4 (1 cement: 4 fine sand) | Sqm | 2250 | 471.35 | 10,60,537.5 |
| 59 | 1:3 (1 cement: 3 fine sand) | Sqm | 450 | 494.3 | 2,22,435 |
| 60 | 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 | 25 | 87.1 | 2,177.5 |
| 61 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 6100 | 262.7 | 16,02,470 |
| 62 | 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 | 6100 | 185.65 | 11,32,465 |
| 63 | 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 | 2850 | 160.6 | 4,57,710 |
| 64 | On concrete work | Sqm | 150 | 235.15 | 35,272.5 |
| 65 | 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 | 250 | 66.9 | 16,725 |
| 66 | Two or more coats on new work | Sqm | 250 | 155.9 | 38,975 |
| 67 | Two or more coats on new work | Sqm | 250 | 146.8 | 36,700 |
| 68 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 10 | 2,434.25 | 24,342.5 |
| 69 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 25 | 3,551.25 | 88,781.25 |
| 70 | In cement mortar | cum | 25 | 2,060.2 | 51,505 |
| 71 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 550 | 5.65 | 3,107.5 |
| 72 | G.S. Sheet | Sqm | 250 | 164.95 | 41,237.5 |
| 73 | Asbestos Cement sheet | Sqm | 25 | 77.3 | 1,932.5 |
| 74 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 720 | 972 | 6,99,840 |
| 75 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 6,767.4 | 1,01,511 |
| 76 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 25 | 6,515.55 | 1,62,888.75 |
| 77 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 15 | 6,258.75 | 93,881.25 |
| 78 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 25 | 2,301.75 | 57,543.75 |
| 79 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 25 | 1,683.35 | 42,083.75 |
| 80 | 610x460 mm bowl depth 200 mm | Each | 2 | 3,873.8 | 7,747.6 |
| 81 | 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 | 10 | 349.15 | 3,491.5 |
| 82 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 83 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 10 | 1,034.8 | 10,348 |
| 84 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 85 | Providing and fixing in position 25 mm diameter mosquito proof coupling of approved municipal design. | Each | 12 | 55.65 | 667.8 |
| 86 | Rectangular shape 453x357 mm | Each | 15 | 1,361.8 | 20,427 |
| 87 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 45 | 1,151.9 | 51,835.5 |
| 88 | Sand cast iron S&S as per IS: 3989 | Each | 20 | 1,996.5 | 39,930 |
| 89 | 100 mm dia | Metre | 12 | 713.2 | 8,558.4 |
| 90 | 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 | 10 | 708.95 | 7,089.5 |
| 91 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms. | Each | 12 | 107.2 | 1,286.4 |
| 92 | 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms | Each | 10 | 175.4 | 1,754 |
| 93 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 5 | 14,999.15 | 74,995.75 |
| 94 | 15 mm nominal dia Pipes | Metre | 120 | 497.8 | 59,736 |
| 95 | 20 mm nominal dia Pipes | Metre | 125 | 537.6 | 67,200 |
| 96 | 25 mm nominal dia Pipes | Metre | 125 | 627.25 | 78,406.25 |
| 97 | 40 mm nominal dia Pipes | Metre | 250 | 563.05 | 1,40,762.5 |
| 98 | 50 mm nominal dia Pipes | Metre | 250 | 794.25 | 1,98,562.5 |
| 99 | 50 mm dia nominal bore | Metre | 200 | 762.15 | 1,52,430 |
| 100 | 80 mm dia nominal bore | Metre | 200 | 1,041.7 | 2,08,340 |
| 101 | 40 mm nominal bore | Each | 10 | 826.1 | 8,261 |
| 102 | 50 mm nominal bore | Each | 10 | 1,026.65 | 10,266.5 |
| 103 | 80 mm nominal bore | Each | 5 | 2,604.55 | 13,022.75 |
| 104 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 105 | 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 Litre | 5000 | 11 | 55,000 |
| 106 | 15 mm nominal bore | Each | 15 | 506.8 | 7,602 |
| 107 | 15mm nominal bore | Each | 12 | 574.3 | 6,891.6 |
| 108 | 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 |
| 109 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 118.5 | 1,777.5 |
| 110 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 15 | 156.9 | 2,353.5 |
| 111 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 5 | 121.4 | 607 |
| 112 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 10 | 111.45 | 1,114.5 |
| 113 | 100 mm dia C.I. Double Flanged Pipe | Metre | 25 | 2,089.35 | 52,233.75 |
| 114 | 150 mm dia C.I. Double Flanged Pipe | Metre | 25 | 3,218.5 | 80,462.5 |
| 115 | 15 mm nominal bore with 30cm length | Each | 15 | 96.35 | 1,445.25 |
| 116 | 15 mm nominal bore with 45 cm length | Each | 15 | 121.9 | 1,828.5 |
| 117 | 25mm nominal bore, weighing not less than 62 gms | Each | 12 | 113.35 | 1,360.2 |
| 118 | With common burnt clay F.P.S. (non modular) bricks | Each | 5 | 416.8 | 2,084 |
| 119 | Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. | Each | 5 | 452 | 2,260 |
| 120 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | Metre | 5 | 202.9 | 1,014.5 |
| 121 | For 15.88 mm outer dia pipe | Each | 5 | 58.35 | 291.75 |
| 122 | 150 mm diameter | Metre | 200 | 695.8 | 1,39,160 |
| 123 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 25 | 2,734.2 | 68,355 |
| 124 | 300 mm dia. R.C.C. pipe | Metre | 200 | 994.3 | 1,98,860 |
| 125 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design. | Each | 5 | 553.7 | 2,768.5 |
| 126 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg | Each | 5 | 1,358 | 6,790 |
| 127 | 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg | Each | 5 | 3,441.2 | 17,206 |
| 128 | Square shape 450 mm internal dimension | Each | 5 | 1,386.55 | 6,932.75 |
| 129 | Circular shape 500 mm internal diameter | Each | 5 | 1,172.6 | 5,863 |
| 130 | Circular shape 560 mm internal diameter | Each | 5 | 1,675.7 | 8,378.5 |
| 131 | Circular shape 560 mm internal dia | Each | 5 | 2,123.8 | 10,619 |
| 132 | Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg | Each | 15 | 787 | 11,805 |
| 133 | For pipes 100 to 250 mm diameter | Each | 25 | 810.45 | 20,261.25 |
| 134 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 550 | 495.05 | 2,72,277.5 |
| 135 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 650 | 598.6 | 3,89,090 |
| 136 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 135 | 1,176.8 | 1,58,868 |
| 137 | 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 | 150 | 617.05 | 92,557.5 |
| 138 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 4615 | 1,684.6 | 77,74,429 |
| 139 | Frame size 50 x 100 mm | Metre | 50 | 947.7 | 47,385 |
| 140 | Frame size 65 x 100 mm | Metre | 150 | 1,111.3 | 1,66,695 |
| 141 | 35 mm thick | Sqm | 110 | 5,015.35 | 5,51,688.5 |
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