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Active

Works

SW - I - Ramagundam - Elimination of end cabins (A, B, and Goods) by integrating their operations with Ramagundam station and the Bypass cabin. SW - II - SC Division : Construction of new crossing station at 8-9 km between Ramagundam and GDK line on deposit terms(Deposit Work).

South Central Railway

Hyderabad, Telangana

Amount: ₹5.2 CrCloses: 16 Sept 20267d left

Timeline

Published24 Aug 2026
Submission Opens2 Sept 2026
Closes16 Sept 2026

Tender Value

₹5.2 Cr

EMD Value

₹10.3 L

Closing Date

16 Sept 2026, 2:00 pm7d left

Bidding Terms

Joint Venture Allowed

Consortium Allowed

Bidding System

Single Packet System

Tender Mode

Normal Tender

Pre-Bid Conference

Pre-Bid Conference On

Not Applicable

Ranking Order

Lowest to Highest

Offer Validity

60 days

Contract Category

Expenditure

Expenditure Type

+ Capital Works)

Tendering Section

ENGG

Eligibility Criteria

14 conditions · 2 needing a document upload

Standard Financial Criteria

1
Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover of V/N or V whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Document required

Standard Technical Criteria

1
Technical Eligibility criteria: (a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered atleast 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate. Substantially Completed Work means an ongoing work in which payment equal to or more than 90% of the present contract value (excluding the payment made for adjustment of Price variation (PVC), if any) has been made to the contractor in that ongoing contract and no proceedings of termination of contract on Contractor's default has been initiated. The credential certificate in this regard should have been issued not prior to 60 days of date of invitation of present tender.
Document required
1.1
Defination of Similar Work :- C-2: Any Civil Engineering Works (excluding Track works / Zonal works).

Compliance & Declarations

16 conditions · 5 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

General Instructions

1
Tender value is including escalation of (-)15% (minus fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
2
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e OS/Tenders/Engg/SC Division) as indicated in the tender document before closing date for submission of bids. (i.e. excluding the last date of submission of Bids).
3
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General lnstructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
4
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.

Work Description

SW - I - Ramagundam - Elimination of end cabins (A, B, and Goods) by integrating their operations with Ramagundam station and the Bypass cabin. SW - II - SC Division : Construction of new crossing station at 8-9 km between Ramagundam and GDK line on deposit terms(Deposit Work).

Tender Information

Tender ID

133_N_SC_26_OT~SCR

Reference Number

133_N_SC_26_OT

Tender Type

Open

Form of Contract

Works - General

Period of Work

12 Months

Location

Hyderabad, Telangana

Source Website

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Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹10.3 L

Important Dates

Last Activity

24 Aug 2026

Published

24 Aug 2026

Submission Starts

2 Sept 2026

Bill of Quantities

243 items across 6 schedules · ₹6,06,17,478.59 total

#	Description	Unit	Qty	Rate	Amount
1	5km	cum	85	261.35	22,214.75
2	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.	cum	85	494.1	41,998.5
3	All kinds of soil	cum	1988.5	177.5	3,52,958.75
4	Ordinary rock	cum	315.2	498.9	1,57,253.28
5	All kinds of soil.	cum	2146.26	260.3	5,58,671.48
6	Pipes, cables etc, not exceeding 80 mm dia.	Metre	246.6	215.6	53,166.96
7	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	Metre	347.4	352.15	1,22,336.91
8	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.	cum	1732.38	196	3,39,546.48
9	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	1290	700.5	9,03,645
10	All kinds of soil	cum	994.25	126.8	1,26,070.9
11	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	cum	462.17	2,123.75	9,81,533.54
12	All kinds of soil	Sqm	3329.87	34.15	1,13,715.06
13	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	3104.87	17.6	54,645.71
14	Foundations, footings, bases for columns	Sqm	447.19	392.15	1,75,365.56
15	Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	Sqm	2200	842.5	18,53,500
16	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	104.78	410.85	43,048.86
17	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	32	18.15	580.8
18	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.	Sqm	263.36	749.3	1,97,335.65
19	Foundations, footings, bases of columns, etc. for mass concrete	Sqm	643.2	392.15	2,52,230.88
20	Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.	Sqm	970	842.5	8,17,225
21	Suspended floors, roofs, landings, balconies and access platform	Sqm	1043.51	927.25	9,67,594.65
22	Lintels, beams, plinth beams, girders, bressummers and cantilevers	Sqm	1875	736.4	13,80,750
23	Columns, Pillars, Piers, Abutments, Posts and Struts	Sqm	805.25	961.3	7,74,086.83
24	Stairs, (excluding landings) except spiral- staircases	Sqm	136.96	764.95	1,04,767.55
25	Under 20 cm wide	Metre	333.36	208.55	69,522.23
26	Weather shade, Chajjas, corbels etc., including edges	Sqm	108.5	951.1	1,03,194.35
27	40 mm thick	Sqm	15.77	1,706.55	26,912.29
28	Add for using extra cement in the items of design mix over and above the specified cement content therein.	Quintal	32.99	733.5	24,198.17
29	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	18.01	7,132.25	1,28,451.82
30	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	39.92	9,105.95	3,63,509.52
31	Cement mortar 1:4 (1 cement :4 coarse sand)	Sqm	1.64	1,123.8	1,843.03
32	Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry 100 mm / 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.	cum	12.43	10,195.45	1,26,729.44
33	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	419	8,333.65	34,91,799.35
34	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	254.08	7,311.25	18,57,642.4
35	Area of slab over 0.50 sqm	Sqm	174.49	5,136.3	8,96,232.99
36	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	105.8	1,267.95	1,34,149.11
37	Second class teak wood	cum	7.98	1,42,949.7	11,40,738.61
38	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws	Sqm	54.9	2,392.65	1,31,356.49
39	On one side only	Sqm	56.9	478	27,198.2
40	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	242	228.85	55,381.7
41	300x16 mm	Each	54	216.55	11,693.7
42	250x10 mm	Each	54	83.9	4,530.6
43	125 mm	Each	54	39.95	2,157.3
44	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	13.5	1,124.85	15,185.48
45	300x16 mm	Each	28	303.25	8,491
46	300x10 mm	Each	14	130.1	1,821.4
47	150x10 mm	Each	14	82.55	1,155.7
48	125 mm	Each	28	66.25	1,855
49	Twin rubber stopper	Each	68	72.35	4,919.8
50	Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre).	Sqm	77.68	10,993.55	8,53,978.96
51	Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter)	Sqm	15.77	9,155.2	1,44,377.5
52	Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides	Sqm	67.68	1,133.55	76,718.66
53	40 mm thick with 20 mm nominal size stone aggregate	Sqm	1482.57	614.2	9,10,594.49
54	Acid and alkali resistant tile	Sqm	87.12	1,738.15	1,51,427.63
55	Acid and alkali resistant tile	Sqm	19.57	1,884.9	36,887.49
56	25 mm thick	Sqm	449.03	1,948.25	8,74,822.7
57	Size of Tile 600x600 mm	Sqm	179.24	1,553.45	2,78,440.38
58	Size of Tile 600 x 1200 mm	Sqm	538.26	1,577.15	8,48,916.76
59	Size of Tile 600 x 600 mm	Sqm	47.28	1,464.85	69,258.11
60	Size of Tile 600x600 mm	Sqm	93.38	1,623.05	1,51,560.41
61	Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.	Sqm	125.71	3,186.7	4,00,600.06
62	Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent	Sqm	125.71	4,481.3	5,63,344.22
63	110 mm diameter	Metre	404.5	377.4	1,52,658.3
64	110 mm	Each	131.5	136.15	17,903.73
65	110 mm bend	Each	92	150.35	13,832.2
66	110 mm Shoe	Each	92	131.85	12,130.2
67	110 mm	Each	131.5	371.3	48,825.95
68	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.	Each	238	54.7	13,018.6
69	12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)	Sqm	184.52	1,355.8	2,50,172.22
70	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 0.05 mm) 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.	Sqm	168.39	738.65	1,24,381.27
71	Ridges plain (500 - 600mm)	Metre	23.2	532.35	12,350.52
72	Crimp curve	Sqm	113.39	496.75	56,326.48
73	1:6 (1 cement: 6 coarse sand)	Sqm	894.2	343.65	3,07,291.83
74	1:6 (1 cement: 6 coarse sand)	Sqm	1504.8	395.35	5,94,922.68
75	1:6 (1 cement: 6 coarse sand)	Sqm	1416.09	466.05	6,59,968.74
76	20 mm cement plaster	Sqm	223.49	587.2	1,31,233.33
77	1:3 (1 cement : 3 fine sand)	Sqm	881.22	300.45	2,64,762.55
78	Flush/ Ruled pointing	Sqm	350.16	385.4	1,34,951.66
79	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	626.04	185.65	1,16,224.33
80	New work (Two or more coats applied @ 3.84 kg/10 sqm)	Sqm	1666.09	116.9	1,94,765.92
81	Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm	Sqm	2785.22	193.7	5,39,497.11
82	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture	Sqm	56.35	176.25	9,931.69
83	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	56.35	170.7	9,618.95
84	Two or more coats on new work	Sqm	82.68	155.9	12,889.81
85	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.	Sqm	3605.09	156.05	5,62,574.29
86	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)	cum	25	2,434.25	60,856.25
87	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
88	In cement mortar	cum	25	2,060.2	51,505
89	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	993	263.95	2,62,102.35
90	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.	Sqm	1000	218.9	2,18,900
91	90 mm to 45 mm size stone aggregate	cum	160	2,098.4	3,35,744
92	63 mm to 45 mm size stone aggregate	cum	160	1,636.05	2,61,768
93	On W.B.M / W.M.M. @ 0.4kg/sqm	Sqm	1350	21.2	28,620
94	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	cum	75	11,129.55	8,34,716.25
95	40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.	cum	50	12,126.2	6,06,310
96	Overhead informatory road signage	Sqm	5	5,879.9	29,399.5
97	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.	Sqm	60	747.8	44,868
98	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	404.52	972	3,93,193.44
99	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.	cum	350	2,914.3	10,20,005
100	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests	Each	10	6,767.4	67,674
101	W.C. pan with ISI marked white solid plastic seat and lid	Each	10	6,515.55	65,155.5
102	Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern	Each	9	18,008.75	1,62,078.75
103	White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap	Each	20	2,226.35	44,527
104	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.	Each	20	1,683.35	33,667
105	610x510 mm bowl depth 200 mm	Each	2	4,940.8	9,881.6
106	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
107	10 litre capacity - White	Each	10	1,190.65	11,906.5
108	Providing and fixing CP Brass Single lever telephonic wall mixer of quality and make as approved by Engineer in charge.(a) 15 mm nominal dia	Each	10	6,940.75	69,407.5
109	32 mm dia	Each	22	119.55	2,630.1
110	Providing and fixing 100 mm sand cast Iron grating for gully trap.	Each	22	53.25	1,171.5
111	Providing and fixing 600x450 mm bevelled 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.	Each	11	1,607.95	17,687.45
112	C.P. brass	Each	11	803.7	8,840.7
113	Sand cast iron S&S pipe as per IS: 1729	Metre	155	1,151.9	1,78,544.5
114	For 100 mm dia pipe	Each	38	362.85	13,788.3
115	Sand cast iron S&S as per IS - 1729	Each	80	598.5	47,880
116	Sand cast iron S&S as per IS - 1729	Each	24	1,138.65	27,327.6
117	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	11	708.95	7,798.45
118	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	3	14,999.15	44,997.45
119	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.	Each	11	7,979.2	87,771.2
120	15 mm nominal dia Pipes	Metre	91	497.8	45,299.8
121	20 mm nominal dia Pipes	Metre	182	537.6	97,843.2
122	25 mm nominal dia Pipes	Metre	91	627.25	57,079.75
123	50 mm nominal dia Pipes	Metre	91	794.25	72,276.75
124	15 mm dia nominal bore	Metre	31	366.4	11,358.4
125	20 mm dia nominal bore	Metre	31	437.3	13,556.3
126	25 mm dia nominal bore	Metre	31	551.7	17,102.7
127	40 mm dia nominal bore	Metre	500	811.9	4,05,950
128	25 mm dia nominal bore	Metre	31	467.75	14,500.25
129	50 mm dia nominal bore	Metre	31	762.15	23,626.65
130	80 mm dia nominal bore	Metre	31	1,041.7	32,292.7
131	50 to 80 mm nominal bore	Each	9	1,785.35	16,068.15
132	25 mm nominal bore	Each	7	622.4	4,356.8
133	50 mm nominal bore	Each	4	1,026.65	4,106.6
134	80 mm nominal bore	Each	4	2,604.55	10,418.2
135	Horizontal	Each	7	591.4	4,139.8
136	Horizontal	Each	4	1,371.2	5,484.8
137	15 mm nominal bore	Each	22	97.75	2,150.5
138	150 mm diameter	Each	11	222.35	2,445.85
139	15 mm nominal bore	Each	11	318.35	3,501.85
140	20 mm nominal bore	Each	11	346.8	3,814.8
141	25 mm nominal bore	Each	11	439.25	4,831.75
142	80 mm nominal bore	Each	11	1,207.95	13,287.45
143	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	9000	11	99,000
144	15 mm nominal bore	Each	11	798.95	8,788.45
145	15 mm nominal bore, 90 mm long, weighing not less than 93 gms	Each	22	196.75	4,328.5
146	15 mm nominal bore, 86 mm long, weighing not less than 88 gms	Each	22	118.5	2,607
147	100 mm nominal dia	Each	22	37.6	827.2
148	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	22	111.45	2,451.9
149	100 mm diameter	Metre	160	443.6	70,976
150	150 mm diameter	Metre	430	695.8	2,99,194
151	200 mm diameter	Metre	160	970.35	1,55,256
152	500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg	Each	16	3,441.2	55,059.2
153	1200 mm dia RCC pipes. (Laying by manual/ mechanical means)	Metre	15	9,126.2	1,36,893
154	Powder coated aluminium (minimum thickness of powder coating 50 micron)	Kg	450	530.9	2,38,905
155	Powder coated aluminium (minimum thickness of powder coating 50 micron)	Kg	110	634.45	69,789.5
156	Pre-laminated particle board with decorative lamination on both sides	Sqm	26	1,115.4	29,000.4
157	With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)	Sqm	128	1,505.25	1,92,672
158	Upto 5mm depth and 5 mm width	Metre	60	96.75	5,805
159	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in- charge (Door handle, lock and stopper etc. to paid separately)	Sqm	22	5,325.9	1,17,169.8
160	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	cum	6.8	1,509.8	10,266.64
161	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	cum	6.8	1,538.25	10,460.1
162	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in- charge.	cum	6.8	1,538.25	10,460.1
163	Frame size 45 x 70 mm	Metre	65	705.85	45,880.25
164	30 mm thick	Sqm	23	4,764.2	1,09,576.6
Schedule total					₹3,63,09,927.84

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