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Tender Value
₹91.6 Cr
EMD Value
₹47.3 L
Closing Date
1 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)
DYCECMRJ
14 conditions · 3 needing a document upload
Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) at Page No.14 & 24 of GCC April, 2022 of Tender Document
Definition of Similar Nature of work to be read as under: "Any Civil Engineering Work involving building construction work." (Ref. E-Office Computer No. 526586)
Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022 & Clause of SPECIAL CONDITIONS OF CONTRACT (PART-I) (SCC) of this document).
9 conditions · 3 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.
Scope of work as per Tender document
The advance correction slip to relevant clauses are applicable and part of the tender document. Hence, tenderer require to look into the correction slips before submitting tender.
Completion Period : 12 months & Maintenance Period : 6 months
Construction of Station Building, Platform, COP, FOB, approach roads, earthwork and related miscellaneous work at Taradgaon, Surwadi, Phaltan Malewadi, Dhakale, New Baramati, Kathphal Stations in connection with Lonand-Baramati via Phaltan new BG Line Project.
DYCECSTR_2026_01
DYCECSTR_2026_01
Open
Works - General
12 Months
Sangli, Maharashtra
₹0
₹47.3 L
1 Apr 2026
5 Mar 2026
18 Mar 2026
729 items across 21 schedules · ₹1,13,90,35,748.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 4320 | 177.5 | 7,66,800 |
| 2 | Ordinary rock | cum | 2160 | 498.9 | 10,77,624 |
| 3 | Hard rock (blasting prohibited) | cum | 3240 | 1,432.95 | 46,42,758 |
| 4 | All kinds of soil. | cum | 1125 | 260.3 | 2,92,837.5 |
| 5 | Ordinary rock | cum | 450 | 632.95 | 2,84,827.5 |
| 6 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 5400 | 700.5 | 37,82,700 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 2160 | 17.6 | 38,016 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 330 | 410.85 | 1,35,580.5 |
| 9 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 220 | 18.15 | 3,993 |
| 10 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 218 | 8,986.15 | 19,58,980.7 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1959 | 392.15 | 7,68,221.85 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2160 | 927.25 | 20,02,860 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 5497 | 736.4 | 40,47,990.8 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1338 | 961.3 | 12,86,219.4 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 67 | 951.1 | 63,723.7 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 110400 | 107.85 | 1,19,06,640 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 86395 | 107.85 | 93,17,700.75 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1058 | 9,504.75 | 1,00,56,025.5 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 639 | 9,860.4 | 63,00,795.6 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 510 | 733.5 | 3,74,085 |
| 21 | 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 | 1033 | 8,333.65 | 86,08,660.45 |
| 22 | Area of slab over 0.50 sqm | Sqm | 26 | 3,078.4 | 80,038.4 |
| 23 | Area of slab upto 0.50 sqm | Sqm | 24 | 5,413.5 | 1,29,924 |
| 24 | Area of slab over 0.50 sqm | Sqm | 42 | 5,136.3 | 2,15,724.6 |
| 25 | Marble work | Metre | 102 | 298.6 | 30,457.2 |
| 26 | Granite work | Metre | 264 | 510.95 | 1,34,890.8 |
| 27 | 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 | 137 | 1,267.95 | 1,73,709.15 |
| 28 | 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade -1, medium density flat pressed, three layer particle board FPT- I or graded wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade 1, Type - II marked : | Sqm | 40 | 3,212.7 | 1,28,508 |
| 29 | Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | Sqm | 75 | 1,693 | 1,26,975 |
| 30 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 76 | 3,473.85 | 2,64,012.6 |
| 31 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 10 | 462.35 | 4,623.5 |
| 32 | 25 mm dia | Metre | 130 | 525.55 | 68,321.5 |
| 33 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1360 | 238.35 | 3,24,156 |
| 34 | 150x10 mm | Each | 40 | 59.45 | 2,378 |
| 35 | 250x20x6 mm | Each | 40 | 79.85 | 3,194 |
| 36 | 100 mm | Each | 80 | 32.55 | 2,604 |
| 37 | Single rubber stopper | Each | 40 | 39.6 | 1,584 |
| 38 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc.complete. | Each | 30 | 868.95 | 26,068.5 |
| 39 | 1.0 mm thick | Sqm | 76 | 897.3 | 68,194.8 |
| 40 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 123 | 10,874.2 | 13,37,526.6 |
| 41 | Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter) | Sqm | 11 | 7,827.75 | 86,105.25 |
| 42 | 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 | 7875 | 133.7 | 10,52,887.5 |
| 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 | 65 | 220.65 | 14,342.25 |
| 44 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 1400 | 123.6 | 1,73,040 |
| 45 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 2560 | 172.6 | 4,41,856 |
| 46 | 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 | 510 | 772.4 | 3,93,924 |
| 47 | 25 mm thick | Sqm | 432 | 1,948.25 | 8,41,644 |
| 48 | Size of Tile 600 x 600 mm | Sqm | 2244 | 1,453.65 | 32,61,990.6 |
| 49 | Size of Tile 600 x 600 mm | Sqm | 30 | 1,464.85 | 43,945.5 |
| 50 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 180 | 4,481.3 | 8,06,634 |
| 51 | 1.00 mm thick with zinc coating not less than 275 gm/m2 | Sqm | 300 | 1,457.15 | 4,37,145 |
| 52 | 110 mm diameter | Metre | 56 | 377.4 | 21,134.4 |
| 53 | 110 mm | Each | 10 | 136.15 | 1,361.5 |
| 54 | 110 mm | Each | 10 | 127.6 | 1,276 |
| 55 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 56 | 110 mm bend | Each | 10 | 150.35 | 1,503.5 |
| 57 | 110 mm Shoe | Each | 10 | 131.85 | 1,318.5 |
| 58 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 2160 | 1,355.8 | 29,28,528 |
| 59 | 1:4 (1 cement: 4 fine sand) | Sqm | 3658 | 347.05 | 12,69,508.9 |
| 60 | 1:4 (1 cement: 4 fine sand) | Sqm | 1558 | 471.35 | 7,34,363.3 |
| 61 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3658 | 262.7 | 9,60,956.6 |
| 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 | 3658 | 185.65 | 6,79,107.7 |
| 63 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1558 | 116.9 | 1,82,130.2 |
| 64 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 750 | 170.7 | 1,28,025 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 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 | 10 | 1,550.6 | 15,506 |
| 67 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 68 | 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 |
| 69 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 70 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 10 | 53.25 | 532.5 |
| 71 | 15 mm nominal dia Pipes | Metre | 500 | 497.8 | 2,48,900 |
| 72 | 20 mm nominal dia Pipes | Metre | 400 | 537.6 | 2,15,040 |
| 73 | 25 mm nominal dia Pipes | Metre | 400 | 627.25 | 2,50,900 |
| 74 | 32 mm nominal dia Pipes | Metre | 400 | 739.3 | 2,95,720 |
| 75 | 15 mm nominal dia Pipes | Metre | 600 | 244.7 | 1,46,820 |
| 76 | 20 mm nominal dia Pipes | Metre | 500 | 274.3 | 1,37,150 |
| 77 | 25 mm nominal dia Pipes | Metre | 500 | 355.4 | 1,77,700 |
| 78 | 32 mm nominal dia Pipes | Metre | 500 | 438.6 | 2,19,300 |
| 79 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 80 | 15 mm nominal bore | Each | 20 | 353.25 | 7,065 |
| 81 | 25 mm nominal bore | Each | 15 | 464.05 | 6,960.75 |
| 82 | Horizontal | Each | 15 | 591.4 | 8,871 |
| 83 | 15 mm nominal bore | Each | 20 | 85 | 1,700 |
| 84 | Beyond 12 m and up to 18 m depth | Metre | 90 | 1,025.95 | 92,335.5 |
| 85 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. | Metre | 25 | 960.3 | 24,007.5 |
| 86 | Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well. | Metre | 50 | 546 | 27,300 |
| 87 | 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 | 50000 | 11 | 5,50,000 |
| 88 | 100 mm diameter | Metre | 250 | 443.6 | 1,10,900 |
| 89 | 150 mm diameter | Metre | 250 | 695.8 | 1,73,950 |
| 90 | 100 mm diameter S.W. pipe | Metre | 250 | 964.75 | 2,41,187.5 |
| 91 | 150 mm diameter S.W. pipe | Metre | 250 | 1,179.85 | 2,94,962.5 |
| 92 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 10 | 2,802.15 | 28,021.5 |
| 93 | 150 mm dia. R.C.C. pipe | Metre | 750 | 556.45 | 4,17,337.5 |
| 94 | 300 mm dia. R.C.C. pipe | Metre | 1000 | 994.3 | 9,94,300 |
| 95 | 450 mm dia. R.C.C. pipe | Metre | 1000 | 1,620.95 | 16,20,950 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 20 | 12,770.55 | 2,55,411 |
| 97 | Rectangular shape 600x450 mm internal dimensions | Each | 10 | 1,437.65 | 14,376.5 |
| 98 | Circular shape 500 mm internal diameter | Each | 10 | 1,172.6 | 11,726 |
| 99 | Constructing soak pit 1.20x1.20x1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. | Each | 10 | 2,890.1 | 28,901 |
| 100 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self- priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 2160 | 563.1 | 12,16,296 |
| 101 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 455 | 3,117.6 | 14,18,508 |
| Schedule total | ₹9,46,68,216.85 | ||||
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