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Works

Earth work in filling in embankment and cutting, Construction of Goods Platform, SSE/P.way office Building, Concrete Road, extension of bridges no. 56/1, 56/2 ,56/3, 57/1 & 57/2 (1X18.3M RUB) at Bhiwandi Station

Central Railway

Raigad, Maharashtra

Amount: ₹27.9 CrCloses: 13 Aug 20264d left

Timeline

Published22 Jul 2026
Submission Opens30 Jul 2026
Closes13 Aug 2026

Tender Value

₹27.9 Cr

EMD Value

₹55.7 L

Closing Date

13 Aug 2026, 3:00 pm4d left

Bidding Terms

Joint Venture Allowed

Yes (up to 3 members)

Consortium Allowed

Bidding System

Two Packet System

Tender Mode

Normal Tender

Pre-Bid Conference

Pre-Bid Conference On

Not Applicable

Ranking Order

Lowest to Highest

Offer Validity

90 days

Contract Category

Expenditure

Expenditure Type

Capital (Works)

Tendering Section

WORKS

Eligibility Criteria

14 conditions · 3 needing a document upload

Special Financial Criteria

1
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 and 40 of GCC April 2022)
Document required
2
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 form (second sheet) along with Annexure-VI at Page 14, 25, & 35-36 of GCC April 2022.
Document required

Special Technical Criteria

1
Works completion certificate(s) as 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-I) (SCC)at Page 140 - 141 of this tender document.
Document required

Compliance & Declarations

3 conditions · 1 needing a document upload

Commercial-Compliance

1
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.
Document optional

Technical-Compliances

1
please refer to the instructions under "SPECIAL INSTRUCTIONS AND GUIDELINES FOR SUBMITTING E TENDERS" at page no. 3 to 9 of tender document. Tenderers should read the instructions carefully and ensure strict compliance of all instructions and guidelines and submission of proper documents mentioned therein.
Document required

Work Description

Earth work in filling in embankment and cutting, Construction of Goods Platform, SSE/P.way office Building, Concrete Road, extension of bridges no. 56/1, 56/2 ,56/3, 57/1 & 57/2 (1X18.3M RUB) at Bhiwandi Station

Tender Information

Tender ID

DYCECPNVL-02-2026-R

Reference Number

DYCECPNVL-02-2026-R

Tender Type

Open

Form of Contract

Works - General

Period of Work

18 Months

Location

Raigad, Maharashtra

Source Website

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Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹55.7 L

Important Dates

Last Activity

22 Jul 2026

Published

22 Jul 2026

Submission Starts

30 Jul 2026

Bill of Quantities

202 items across 8 schedules · ₹5,88,58,910.85 total

#	Description	Unit	Qty	Rate	Amount
1	Concrete of M20 grade with minimum cement content of 270 kg /cum	cum	100	9,212.6	9,21,260
2	Foundations, footings, bases of columns, etc. for mass concrete	Sqm	170	392.15	66,665.5
3	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	Sqm	135	842.5	1,13,737.5
4	Suspended floors, roofs, landings, balconies and access platform	Sqm	440	927.25	4,07,990
5	Lintels, beams, plinth beams, girders, bressummers and cantilevers	Sqm	530	736.4	3,90,292
6	Columns, Pillars, Piers, Abutments, Posts and Struts	Sqm	325	961.3	3,12,422.5
7	Stairs, (excluding landings) except spiral- staircases	Sqm	40	764.95	30,598
8	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)	Sqm	975	384.3	3,74,692.5
9	50 mm thick	Sqm	10	1,886.9	18,869
10	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).	Sqm	100	300.45	30,045
11	Concrete of M30 grade with minimum cement content of 350 kg /cum	cum	210	9,655.7	20,27,697
12	Concrete of M30 grade with minimum cement content of 350 kg /cum	cum	150	10,011.35	15,01,702.5
13	Cement mortar 1:4 (1 cement : 4 coarse sand)	cum	10	6,504.9	65,049
14	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	50	8,333.65	4,16,682.5
15	Area of slab upto 0.50 sqm	Sqm	20	5,413.5	1,08,270
16	Area of slab over 0.50 sqm	Sqm	20	5,136.3	1,02,726
17	Granite work	Metre	20	510.95	10,219
18	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	130	1,267.95	1,64,833.5
19	Second class teak wood	cum	—	1 142949.7	1,42,949.7
20	With 12 mm mild steel U beading	Sqm	15	939.2	14,088
21	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	30	228.85	6,865.5
22	300x16 mm	Each	10	216.55	2,165.5
23	250x16 mm	Each	10	193.7	1,937
24	250x10 mm	Each	10	83.9	839
25	150x10 mm	Each	15	59.45	891.75
26	100x10 mm	Each	—	5 44.3	221.5
27	125 mm	Each	30	39.95	1,198.5
28	100 mm	Each	—	2 32.55	65.1
29	150 mm	Each	—	5 33.1	165.5
30	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	10	1,124.85	11,248.5
31	1.0 mm thick	Sqm	60	897.3	53,838
32	Non decorative finish (matt finish)	Sqm	15	3,997.45	59,961.75
33	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	30	220.65	6,619.5
34	Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.	Kg	80	97.2	7,776
35	Providing and fixing bolts including nuts and washers complete.	Kg	50	159.35	7,967.5
36	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	140	772.4	1,08,136
37	Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides	Sqm	200	1,133.55	2,26,710
38	25 mm thick	Sqm	50	1,948.25	97,412.5
39	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.	Sqm	15	1,439.4	21,591
40	Size of Tile 600x600 mm	Sqm	400	1,553.45	6,21,380
41	110 mm diameter	Metre	30	377.4	11,322
42	110 mm	Each	—	5 136.15	680.75
43	110 mm bend	Each	—	5 150.35	751.75
44	110 mm	Each	10	371.3	3,713
45	12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)	Sqm	100	1,355.8	1,35,580
46	0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000 mm.	Sqm	450	1,034.1	4,65,345
47	1:4 (1 cement: 4 fine sand)	Sqm	830	399.45	3,31,543.5
48	1:4 (1 cement: 4 fine sand)	Sqm	860	471.35	4,05,361
49	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	340	87.1	29,614
50	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	Sqm	275	262.7	72,242.5
51	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	980	185.65	1,81,937
52	New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)	Sqm	775	171.1	1,32,602.5
53	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	1040	66.9	69,576
54	Two or more coats on new work	Sqm	100	155.9	15,590
55	Two or more coats on new work	Sqm	100	146.8	14,680
56	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)	cum	10	2,434.25	24,342.5
57	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	10	3,551.25	35,512.5
58	In cement mortar	cum	10	2,060.2	20,602
59	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.	cum	290	263.95	76,545.5
60	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	225	972	2,18,700
61	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests	Each	—	2 6767.4	13,534.8
62	W.C. pan with ISI marked white solid plastic seat and lid	Each	—	6 6515.55	39,093.3
63	One urinal basin with 5 litre white P.V.C. automatic flushing cistern	Each	—	8 6258.75	50,070
64	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	—	8 1550.6	12,404.8
65	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.	Each	—	2 1683.35	3,366.7
66	610x460 mm bowl depth 200 mm	Each	—	2 3873.8	7,747.6
67	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	—	8 349.15	2,793.2
68	10 litre capacity - White	Each	—	8 1190.65	9,525.2
69	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.	Each	—	8 1034.8	8,278.4
70	32 mm dia	Each	10	119.55	1,195.5
71	Rectangular shape 453x357 mm	Each	—	2 1361.8	2,723.6
72	Sand cast iron S&S pipe as per IS: 1729	Metre	20	1,151.9	23,038
73	Sand cast iron S&S as per IS: 3989	Each	—	5 1996.5	9,982.5
74	100 mm dia	Metre	—	1 713.2	713.2
75	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	—	2 708.95	1,417.9
76	Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with1/2" BSP thread and shapes, weighing not less than 60 gms.	Each	—	4 107.2	428.8
77	15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms	Each	—	4 175.4	701.6
78	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	—	2 14999.15	29,998.3
79	15 mm nominal dia Pipes	Metre	—	3 497.8	1,493.4
80	20 mm nominal dia Pipes	Metre	25	537.6	13,440
81	25 mm nominal dia Pipes	Metre	15	627.25	9,408.75
82	40 mm nominal dia Pipes	Metre	50	563.05	28,152.5
83	50 mm nominal dia Pipes	Metre	—	6 794.25	4,765.5
84	40 mm nominal bore	Each	—	2 826.1	1,652.2
85	25 mm nominal bore	Each	—	3 464.05	1,392.15
86	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	6000	11	66,000
87	15 mm nominal bore	Each	—	4 506.8	2,027.2
88	15mm nominal bore	Each	10	574.3	5,743
89	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.	Each	—	5 74.8	374
90	15 mm nominal bore, 86 mm long, weighing not less than 88 gms	Each	—	6 118.5	711
91	Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms	Each	—	3 156.9	470.7
92	Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms	Each	—	3 121.4	364.2
93	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	—	4 111.45	445.8
94	25mm nominal bore, weighing not less than 62 gms	Each	—	3 113.35	340.05
95	With common burnt clay F.P.S. (non modular) bricks	Each	—	3 416.8	1,250.4
96	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	—	3 452	1,356
97	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	—	3 202.9	608.7
98	For 15.88 mm outer dia pipe	Each	—	3 58.35	175.05
99	150 mm diameter	Metre	—	6 695.8	4,174.8
100	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	Each	—	1 2734.2	2,734.2
101	300 mm dia. R.C.C. pipe	Metre	—	6 994.3	5,965.8
102	455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg	Each	—	3 1358	4,074
103	500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg	Each	—	1 3441.2	3,441.2
104	Circular shape 500 mm internal diameter	Each	—	2 1172.6	2,345.2
105	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	—	2 787	1,574
106	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	Each	—	1 26861.9	26,861.9
107	600 mm dia piles	Metre	1800	5,386.25	96,95,250
108	Initial test (Test Load 2.5 times the Safe capacity)	Per Test	—	1 54771.5	54,771.5
109	Routine test (Test Load 1.5 times the Safe capacity)	Per Test	—	3 19632.4	58,897.2
110	Initial test (Test Load 2.5 times the Safe capacity)	Per Test	—	1 61173.35	61,173.35
111	Routine test (Test Load 1.5 times the Safe capacity)	Per Test	—	3 32436.1	97,308.3
112	Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS :14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.	Per Test	100	1,153.2	1,15,320
113	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)	Kg	140	495.05	69,307
114	Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)	Kg	145	598.6	86,797
115	With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)	Sqm	50	1,176.8	58,840
116	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.	Sqm	145	1,684.6	2,44,267
117	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	10	7,387.25	73,872.5
118	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	—	5 9844.65	49,223.25
119	Frame size 50 x 100 mm	Metre	100	947.7	94,770
120	35 mm thick	Sqm	40	5,432.85	2,17,314

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