Ireps

Financial Eval

Works

Bhadrachalam road : Infrastructure development works at BDCR in view of Godavari Pushkarams- 2027

Status changed to AOC.

South Central Railway

Hyderabad, Telangana

Amount: ₹9.9 CrCloses: 22 May 2026Closed

Timeline

Published29 Apr 2026
Closed22 May 2026
Financial Evaluation—
Award—

Tender Value

₹9.9 Cr

EMD Value

₹19.9 L

Closing Date

22 May 2026, 2:00 pmClosed

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

Bhadrachalam road : Infrastructure development works at BDCR in view of Godavari Pushkarams- 2027

Tender Information

Tender ID

48_S_SC_26_OT

Reference Number

48_S_SC_26_OT

Tender Type

Open

Form of Contract

Works - General

Period of Work

12 Months

Location

Hyderabad, Telangana

Source Website

Subscribe to view

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹19.9 L

Important Dates

Last Activity

22 May 2026

Published

29 Apr 2026

Submission Starts

8 May 2026

Bill of Quantities

342 items across 7 schedules · ₹11,68,00,394.35 total

#	Description	Unit	Qty	Rate	Amount
1	All kinds of soil	cum	1713	177.5	3,04,057.5
2	Ordinary rock	cum	120	498.9	59,868
3	All kinds of soil.	cum	2443	260.3	6,35,912.9
4	Pipes, cables etc, not exceeding 80 mm dia.	Metre	280	215.6	60,368
5	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia	Metre	350	352.15	1,23,252.5
6	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	1427	196	2,79,692
7	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	3488	700.5	24,43,344
8	All kinds of soil	cum	1241	126.8	1,57,358.8
9	Ordinary or hard rock	cum	15	227.4	3,411
10	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	cum	635	2,123.75	13,48,581.25
11	All kinds of soil	Sqm	3288	34.15	1,12,285.2
12	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	6100	17.6	1,07,360
13	Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.	Metre	139	279.7	38,878.3
14	Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.	cum	184	93.05	17,121.2
15	Foundations, footings, bases for columns	Sqm	70	392.15	27,450.5
16	Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	Sqm	645	842.5	5,43,412.5
17	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).	Sqm	211	495.75	1,04,603.25
18	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	552	18.15	10,018.8
19	Foundations, footings, bases of columns, etc. for mass concrete	Sqm	1558	392.15	6,10,969.7
20	Suspended floors, roofs, landings, balconies and access platform	Sqm	761	927.25	7,05,637.25
21	Lintels, beams, plinth beams, girders, bressummers and cantilevers	Sqm	1574	736.4	11,59,093.6
22	Columns, Pillars, Piers, Abutments, Posts and Struts	Sqm	449	961.3	4,31,623.7
23	Stairs, (excluding landings) except spiral- staircases	Sqm	54	764.95	41,307.3
24	Under 20 cm wide	Metre	238	208.55	49,634.9
25	Weather shade, Chajjas, corbels etc., including edges	Sqm	76	951.1	72,283.6
26	Add for using extra cement in the items of design mix over and above the specified cement content therein.	Quintal	53	733.5	38,875.5
27	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	21	7,132.25	1,49,777.25
28	Cement mortar 1:4 (1 cement : 4 coarse sand)	cum	17	9,344.35	1,58,853.95
29	Cement mortar 1:4 (1 cement :4 coarse sand)	Sqm	45	1,123.8	50,571
30	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	110	10,195.45	11,21,499.5
31	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	515	8,333.65	42,91,829.75
32	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	503	7,311.25	36,77,558.75
33	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	180	9,275.45	16,69,581
34	Cement mortar 1:6 (1 cement : 6 coarse sand)	cum	44	8,198.55	3,60,736.2
35	Area of slab upto 0.50 sqm	Sqm	22	5,413.5	1,19,097
36	Area of slab over 0.50 sqm	Sqm	58	5,136.3	2,97,905.4
37	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	211	1,267.95	2,67,537.45
38	Second class teak wood	cum	3	1,42,949.7	4,28,849.1
39	35 mm thick shutters	Sqm	14	4,111.95	57,567.3
40	Second class teak wood	Sqm	4	3,323.2	13,292.8
41	Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading	Sqm	21	1,800.45	37,809.45
42	18 mm thick	Sqm	34	1,245.75	42,355.5
43	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws	Sqm	20	3,473.85	69,477
44	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws	Sqm	12	2,392.65	28,711.8
45	30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws	Sqm	38	2,172.1	82,539.8
46	On one side only	Sqm	104	478	49,712
47	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	12	462.35	5,548.2
48	Rectangular or square	Sqm	4	199.15	796.6
49	Second class teak wood	Sqm	8	4,852.3	38,818.4
50	25 mm dia	Metre	16	525.55	8,408.8
51	With 12 mm mild steel U beading	Sqm	6	939.2	5,635.2
52	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	66	228.85	15,104.1
53	300x16 mm	Each	32	216.55	6,929.6
54	250x10 mm	Each	21	83.9	1,761.9
55	200x10 mm	Each	16	69.4	1,110.4
56	150x10 mm	Each	20	59.45	1,189
57	300x20x6 mm	Each	12	98.35	1,180.2
58	125 mm	Each	33	39.95	1,318.35
59	75 mm	Each	16	29.7	475.2
60	100X58X1.90 mm	Each	24	107.1	2,570.4
61	50x37x1.50 mm	Each	96	43.75	4,200
62	125x64x2.50 mm	Each	9	129.85	1,168.65
63	125x85x5.5 mm (heavy type)	Each	105	268.65	28,208.25
64	250x10 mm	Each	99	441.6	43,718.4
65	300x16x5 mm	Each	38	322.2	12,243.6
66	125 mm	Each	58	256.65	14,885.7
67	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.	Each	19	121.65	2,311.35
68	Size 50 mm	Each	39	333.95	13,024.05
69	125x75x4 mm	Each	39	150.1	5,853.9
70	100x63x4 mm	Each	72	104.75	7,542
71	250x16 mm	Each	30	260.6	7,818
72	150x10 mm	Each	15	82.55	1,238.25
73	125 mm	Each	30	66.25	1,987.5
74	75 mm	Each	12	51.75	621
75	Single rubber stopper	Each	22	39.6	871.2
76	Twin rubber stopper	Each	3	72.35	217.05
77	Triple strip vertical type	Each	48	52.5	2,520
78	Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer- in-Charge	Sqm	13	2,307.35	29,995.55
79	With 12 mm mild steel U beading	Sqm	14	1,228	17,192
80	Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge.	Metre	45	573.45	25,805.25
81	Non decorative finish (matt finish)	Sqm	12	3,997.45	47,969.4
82	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	90	10,993.55	9,89,419.5
83	Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter)	Sqm	18	9,155.2	1,64,793.6
84	125 mm	Each	38	119.2	4,529.6
85	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	100	772.4	77,240
86	40 mm thick with 20 mm nominal size stone aggregate	Sqm	481	614.2	2,95,430.2
87	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.	Sqm	180	978.45	1,76,121
88	Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.	Sqm	246	83.85	20,627.1
89	Medium shade pigment using 50% white cement 50% Grey cement	Sqm	108	1,328.35	1,43,461.8
90	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete.	Sqm	15	1,096.55	16,448.25
91	Providing and fixing 1st quality ceramic glazed floor 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	346	1,112.7	3,84,994.2
92	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.	Sqm	54	1,315.3	71,026.2
93	Size of Tile 600x600 mm	Sqm	514	1,553.45	7,98,473.3
94	Size of Tile 600 x 1200 mm	Sqm	467	1,798.8	8,40,039.6
95	Size of Tile 600 x 600 mm	Sqm	1292	1,464.85	18,92,586.2
96	Size of Tile 600x600 mm	Sqm	415	1,623.05	6,73,565.75
97	Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.	Sqm	8	3,186.7	25,493.6
98	75 mm diameter	Metre	89	248.8	22,143.2
99	110 mm diameter	Metre	218	377.4	82,273.2
100	75 mm bend	Each	75	105.9	7,942.5
101	110 mm bend	Each	70	150.35	10,524.5
102	110 mm Shoe	Each	30	131.85	3,955.5
103	110 mm	Each	102	371.3	37,872.6
104	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	43	54.7	2,352.1
105	12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)	Sqm	220	1,355.8	2,98,276
106	12.5 mm thick tapered edge gypsum moisture resistant board	Sqm	1511	1,529.1	23,10,470.1
107	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	1903	738.65	14,05,650.95
108	Ridges plain (500 - 600mm)	Metre	85	532.35	45,249.75
109	Crimp curve	Sqm	77	496.75	38,249.75
110	1:4 (1 cement: 4 fine sand)	Sqm	20	347.05	6,941
111	1:4 (1 cement: 4 fine sand)	Sqm	472	399.45	1,88,540.4
112	1:6 (1 cement: 6 fine sand)	Sqm	2838	383	10,86,954
113	1:6 (1 cement: 6 coarse sand)	Sqm	128	343.65	43,987.2
114	1:6 (1 cement: 6 coarse sand)	Sqm	1915	395.35	7,57,095.25
115	1:6 (1 cement: 6 coarse sand)	Sqm	860	466.05	4,00,803
116	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	Sqm	904	262.7	2,37,480.8
117	Flush Band	cm per metre	83	7.5	622.5
118	Raised Band	cm per metre	57	9.35	532.95
119	Flush/ Ruled pointing	Sqm	270	385.4	1,04,058
120	New work (three or more coats)	Sqm	760	39.05	29,678
121	New work (Two or more coats applied @ 3.84 kg/10 sqm)	Sqm	1475	116.9	1,72,427.5
122	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	6542	193.7	12,67,185.4
123	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	218	176.25	38,422.5
124	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	1480	170.7	2,52,636
125	New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.	Sqm	1312	181.25	2,37,800
126	On concrete work	Sqm	1350	235.15	3,17,452.5
127	Two or more coats on new work	Sqm	1625	155.9	2,53,337.5
128	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture	Sqm	1000	226.25	2,26,250
129	Two or more coats on new work	Sqm	1600	146.8	2,34,880
130	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	4245	156.05	6,62,432.25
131	Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.	Sqm	9428	25.15	2,37,114.2
132	Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in- Charge. (Final coat to be done in 1 or 2 layers without gap of time.)	Sqm	20	1,360.45	27,209
133	Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge.	Each	10	134.1	1,341
134	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)	cum	75	2,434.25	1,82,568.75
135	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
136	Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.	Kg	150	9.05	1,357.5
137	In cement mortar	cum	10	2,060.2	20,602
138	In cement mortar	cum	10	2,458.95	24,589.5
139	Of area 3 sq. metres and below	Each	5	367.2	1,836
140	Of area 3 sq. metres and below	Each	10	143.5	1,435
141	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	100	5.65	565
142	For thickness of tiles 10 mm to 25 mm	Sqm	467	73.4	34,277.8
143	15 mm to 40 mm nominal bore	Metre	20	149.8	2,996
144	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	Sqm	372	54.65	20,329.8
145	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	2040	263.95	5,38,458
146	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	8872	218.9	19,42,080.8
147	90 mm to 45 mm size stone aggregate	cum	1316	2,098.4	27,61,494.4
148	53 mm to 22.4 mm size stone aggregate	cum	1316	1,842.3	24,24,466.8
149	Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .	cum	2632	1,046.95	27,55,572.4
150	R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).	cum	18	32,891.2	5,92,041.6
151	Supplying and fixing turn buckles and straining bolts for barbed wire fencing.	Each SET	105	274.3	28,801.5
152	With G.I. barbed wire	Metre	2850	14	39,900
153	On W.B.M / W.M.M. @ 0.4kg/sqm	Sqm	7585	21.2	1,60,802
154	Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.	Each	2830	206.3	5,83,829
155	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 Drum Type Hot Mix Plant of 60-90 TPH capacity.	cum	772	11,032.2	85,16,858.4
156	Overhead informatory road signage	Sqm	5	5,879.9	29,399.5
157	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	404	747.8	3,02,111.2
158	Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).	Sqm	5585	7	39,095
159	60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.	Sqm	125	1,045.65	1,30,706.25
160	80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.	Sqm	300	1,091.5	3,27,450
161	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests	Each	3	6,767.4	20,302.2
162	W.C. pan with ISI marked white solid plastic seat and lid	Each	12	6,515.55	78,186.6
163	White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap	Each	17	2,226.35	37,847.95
164	White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps	Each	3	2,301.75	6,905.25
165	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	12	1,550.6	18,607.2
166	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
167	610x510 mm bowl depth 200 mm	Each	1	4,940.8	4,940.8
168	610x460 mm bowl depth 200 mm	Each	2	3,873.8	7,747.6
169	Long pattern W.C. pan of size 580 mm	Each	6	1,959.8	11,758.8
170	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	3	6,940.75	20,822.25
171	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.	Each	30	1,648.95	49,468.5
172	32 mm dia	Each	21	103.9	2,181.9
173	32 mm dia	Each	13	119.55	1,554.15
174	Providing and fixing 100 mm sand cast Iron grating for gully trap.	Each	6	53.25	319.5
175	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	23	1,607.95	36,982.85
176	Rectangular shape 1500x450 mm	Each	11	2,093	23,023
177	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.	Each	3	1,083.5	3,250.5
178	C.P. brass	Each	7	803.7	5,625.9
179	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.	Each	15	231.95	3,479.25
180	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	15	708.95	10,634.25
181	Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.	Each	7	18,212.9	1,27,490.3
182	15 mm nominal bore	Each	10	97.75	977.5
183	150 mm diameter	Each	8	222.35	1,778.8
184	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	14000	11	1,54,000
185	125 mm nominal dia with 25 mm waste hole	Each	31	51.85	1,607.35
186	Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms	Each	3	121.4	364.2
187	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	3	111.45	334.35
188	100 mm diameter	Metre	50	443.6	22,180
189	150 mm diameter	Metre	210	695.8	1,46,118
190	300 mm diameter	Metre	30	2,064.15	61,924.5
191	300 mm dia. R.C.C. pipe	Metre	50	994.3	49,715
192	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5	Each	2	12,770.55	25,541.1
193	Square shape 450 mm internal dimensions	Each	9	1,155.45	10,399.05
194	For pipes 250 to 300 mm diameter	Each	5	922.4	4,612
195	450 mm dia RCC pipes.	Metre	60	3,053.55	1,83,213
196	With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)	Sqm	85	1,505.25	1,27,946.25
197	Upto 5mm depth and 5 mm width	Metre	253	96.75	24,477.75
198	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).	Kg	25	638.35	15,958.75
199	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	20	5,325.9	1,06,518
200	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	13	1,509.8	19,627.4
201	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	11	1,538.25	16,920.75
202	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	9	1,538.25	13,844.25
203	Frame size 45 x 85 mm	Metre	78	926.35	72,255.3
204	Frame size 65 x 125 mm	Metre	89	1,381.6	1,22,962.4
205	30 mm thick	Sqm	46	4,764.2	2,19,153.2
Schedule total					₹6,38,52,653.05

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Description

Unit

Qty

Rate

Amount

All kinds of soil

cum

1713

177.5

3,04,057.5

Ordinary rock

cum

120

498.9

59,868

All kinds of soil.

cum

2443

260.3

6,35,912.9

Pipes, cables etc, not exceeding 80 mm dia.

Metre

280

215.6

60,368

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Metre

350

352.15

1,23,252.5

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

1427

196

2,79,692

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

3488

700.5

24,43,344

All kinds of soil

cum

1241

126.8

1,57,358.8

Ordinary or hard rock

cum

227.4

3,411

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

cum

635

2,123.75

13,48,581.25

All kinds of soil

Sqm

3288

34.15

1,12,285.2

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

6100

17.6

1,07,360

Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.

Metre

139

279.7

38,878.3

Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.

cum

184

93.05

17,121.2

Foundations, footings, bases for columns

Sqm

392.15

27,450.5

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Sqm

645

842.5

5,43,412.5

Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).

Sqm

211

495.75

1,04,603.25

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

552

18.15

10,018.8

Foundations, footings, bases of columns, etc. for mass concrete

Sqm

1558

392.15

6,10,969.7

Suspended floors, roofs, landings, balconies and access platform

Sqm

761

927.25

7,05,637.25

Lintels, beams, plinth beams, girders, bressummers and cantilevers

Sqm

1574

736.4

11,59,093.6

Columns, Pillars, Piers, Abutments, Posts and Struts

Sqm

449

961.3

4,31,623.7

Stairs, (excluding landings) except spiral- staircases

Sqm

764.95

41,307.3

Under 20 cm wide

Metre

238

208.55

49,634.9

Weather shade, Chajjas, corbels etc., including edges

Sqm

951.1

72,283.6

Add for using extra cement in the items of design mix over and above the specified cement content therein.

Quintal

733.5

38,875.5

Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

7,132.25

1,49,777.25

Cement mortar 1:4 (1 cement : 4 coarse sand)

cum

9,344.35

1,58,853.95

Cement mortar 1:4 (1 cement :4 coarse sand)

Sqm

1,123.8

50,571

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

110

10,195.45

11,21,499.5

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

515

8,333.65

42,91,829.75

Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

503

7,311.25

36,77,558.75

Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

180

9,275.45

16,69,581

Cement mortar 1:6 (1 cement : 6 coarse sand)

cum

8,198.55

3,60,736.2

Area of slab upto 0.50 sqm

Sqm

5,413.5

1,19,097

Area of slab over 0.50 sqm

Sqm

5,136.3

2,97,905.4

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

211

1,267.95

2,67,537.45

Second class teak wood

cum

1,42,949.7

4,28,849.1

35 mm thick shutters

Sqm

4,111.95

57,567.3

Second class teak wood

Sqm

3,323.2

13,292.8

Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide aperture with matching wood beading

Sqm

1,800.45

37,809.45

18 mm thick

Sqm

1,245.75

42,355.5

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Sqm

3,473.85

69,477

35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Sqm

2,392.65

28,711.8

30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Sqm

2,172.1

82,539.8

On one side only

Sqm

104

478

49,712

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

462.35

5,548.2

Rectangular or square

Sqm

199.15

796.6

Second class teak wood

Sqm

4,852.3

38,818.4

25 mm dia

Metre

525.55

8,408.8

With 12 mm mild steel U beading

Sqm

939.2

5,635.2

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

228.85

15,104.1

300x16 mm

Each

216.55

6,929.6

250x10 mm

Each

83.9

1,761.9

200x10 mm

Each

69.4

1,110.4

150x10 mm

Each

59.45

1,189

300x20x6 mm

Each

98.35

1,180.2

125 mm

Each

39.95

1,318.35

75 mm

Each

29.7

475.2

100X58X1.90 mm

Each

107.1

2,570.4

50x37x1.50 mm

Each

43.75

4,200

125x64x2.50 mm

Each

129.85

1,168.65

125x85x5.5 mm (heavy type)

Each

105

268.65

28,208.25

250x10 mm

Each

441.6

43,718.4

300x16x5 mm

Each

322.2

12,243.6

125 mm

Each

256.65

14,885.7

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Each

121.65

2,311.35

Size 50 mm

Each

333.95

13,024.05

125x75x4 mm

Each

150.1

5,853.9

100x63x4 mm

Each

104.75

7,542

250x16 mm

Each

260.6

7,818

150x10 mm

Each

82.55

1,238.25

125 mm

Each

66.25

1,987.5

75 mm

Each

51.75

621

Single rubber stopper

Each

39.6

871.2

Twin rubber stopper

Each

72.35

217.05

Triple strip vertical type

Each

52.5

2,520

Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of the Engineer- in-Charge

Sqm

2,307.35

29,995.55

With 12 mm mild steel U beading

Sqm

1,228

17,192

Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge.

Metre

573.45

25,805.25

Non decorative finish (matt finish)

Sqm

3,997.45

47,969.4

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

10,993.55

9,89,419.5

Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter)

Sqm

9,155.2

1,64,793.6

125 mm

Each

119.2

4,529.6

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.).

100

772.4

77,240

40 mm thick with 20 mm nominal size stone aggregate

Sqm

481

614.2

2,95,430.2

52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

Sqm

180

978.45

1,76,121

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

Sqm

246

83.85

20,627.1

Medium shade pigment using 50% white cement 50% Grey cement

Sqm

108

1,328.35

1,43,461.8

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete.

Sqm

1,096.55

16,448.25

Providing and fixing 1st quality ceramic glazed floor 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

346

1,112.7

3,84,994.2

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (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 bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete.

Sqm

1,315.3

71,026.2

Size of Tile 600x600 mm

Sqm

514

1,553.45

7,98,473.3

Size of Tile 600 x 1200 mm

Sqm

467

1,798.8

8,40,039.6

Size of Tile 600 x 600 mm

Sqm

1292

1,464.85

18,92,586.2

Size of Tile 600x600 mm

Sqm

415

1,623.05

6,73,565.75

Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Sqm

3,186.7

25,493.6

75 mm diameter

Metre

248.8

22,143.2

110 mm diameter

Metre

218

377.4

82,273.2

100

75 mm bend

Each

105.9

7,942.5

101

110 mm bend

Each

150.35

10,524.5

102

110 mm Shoe

Each

131.85

3,955.5

103

110 mm

Each

102

371.3

37,872.6

104

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

54.7

2,352.1

105

12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)

Sqm

220

1,355.8

2,98,276

106

12.5 mm thick tapered edge gypsum moisture resistant board

Sqm

1511

1,529.1

23,10,470.1

107

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

1903

738.65

14,05,650.95

108

Ridges plain (500 - 600mm)

Metre

532.35

45,249.75

109

Crimp curve

Sqm

496.75

38,249.75

110

1:4 (1 cement: 4 fine sand)

Sqm

347.05

6,941

111

1:4 (1 cement: 4 fine sand)

Sqm

472

399.45

1,88,540.4

112

1:6 (1 cement: 6 fine sand)

Sqm

2838

383

10,86,954

113

1:6 (1 cement: 6 coarse sand)

Sqm

128

343.65

43,987.2

114

1:6 (1 cement: 6 coarse sand)

Sqm

1915

395.35

7,57,095.25

115

1:6 (1 cement: 6 coarse sand)

Sqm

860

466.05

4,00,803

116

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Sqm

904

262.7

2,37,480.8

117

Flush Band

cm per metre

7.5

622.5

118

Raised Band

cm per metre

9.35

532.95

119

Flush/ Ruled pointing

Sqm

270

385.4

1,04,058

120

New work (three or more coats)

Sqm

760

39.05

29,678

121

New work (Two or more coats applied @ 3.84 kg/10 sqm)

Sqm

1475

116.9

1,72,427.5

122

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

6542

193.7

12,67,185.4

123

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

218

176.25

38,422.5

124

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

1480

170.7

2,52,636

125

New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

Sqm

1312

181.25

2,37,800

126

On concrete work

Sqm

1350

235.15

3,17,452.5

127

Two or more coats on new work

Sqm

1625

155.9

2,53,337.5

128

Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Sqm

1000

226.25

2,26,250

129

Two or more coats on new work

Sqm

1600

146.8

2,34,880

130

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

4245

156.05

6,62,432.25

131

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Sqm

9428

25.15

2,37,114.2

132

Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer grading with ample water to remove excess sealer layer and make the surface further smooth after this wet rubbing, then surface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete as per direction of Engineer-in- Charge. (Final coat to be done in 1 or 2 layers without gap of time.)

Sqm

1,360.45

27,209

133

Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer-in-Charge.

Each

134.1

1,341

134

Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

cum

2,434.25

1,82,568.75

135

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

3,551.25

35,512.5

136

Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.

150

9.05

1,357.5

137

In cement mortar

cum

2,060.2

20,602

138

In cement mortar

cum

2,458.95

24,589.5

139

Of area 3 sq. metres and below

Each

367.2

1,836

140

Of area 3 sq. metres and below

Each

143.5

1,435

141

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.

100

5.65

565

142

For thickness of tiles 10 mm to 25 mm

Sqm

467

73.4

34,277.8

143

15 mm to 40 mm nominal bore

Metre

149.8

2,996

144

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Sqm

372

54.65

20,329.8

145

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

2040

263.95

5,38,458

146

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

8872

218.9

19,42,080.8

147

90 mm to 45 mm size stone aggregate

cum

1316

2,098.4

27,61,494.4

148

53 mm to 22.4 mm size stone aggregate

cum

1316

1,842.3

24,24,466.8

149

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

cum

2632

1,046.95

27,55,572.4

150

R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately).

cum

32,891.2

5,92,041.6

151

Supplying and fixing turn buckles and straining bolts for barbed wire fencing.

Each SET

105

274.3

28,801.5

152

With G.I. barbed wire

Metre

2850

39,900

153

On W.B.M / W.M.M. @ 0.4kg/sqm

Sqm

7585

21.2

1,60,802

154

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Each

2830

206.3

5,83,829

155

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 Drum Type Hot Mix Plant of 60-90 TPH capacity.

cum

772

11,032.2

85,16,858.4

156

Overhead informatory road signage

Sqm

5,879.9

29,399.5

157

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

404

747.8

3,02,111.2

158

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).

Sqm

5585

39,095

159

60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Sqm

125

1,045.65

1,30,706.25

160

80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

Sqm

300

1,091.5

3,27,450

161

White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

Each

6,767.4

20,302.2

162

W.C. pan with ISI marked white solid plastic seat and lid

Each

6,515.55

78,186.6

163

White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap

Each

2,226.35

37,847.95

164

White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps

Each

2,301.75

6,905.25

165

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

1,550.6

18,607.2

166

Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.

Each

1,683.35

33,667

167

610x510 mm bowl depth 200 mm

Each

4,940.8

168

610x460 mm bowl depth 200 mm

Each

3,873.8

7,747.6

169

Long pattern W.C. pan of size 580 mm

Each

1,959.8

11,758.8

170

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

6,940.75

20,822.25

171

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.

Each

1,648.95

49,468.5

172

32 mm dia

Each

103.9

2,181.9

173

32 mm dia

Each

119.55

1,554.15

174

Providing and fixing 100 mm sand cast Iron grating for gully trap.

Each

53.25

319.5

175

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

1,607.95

36,982.85

176

Rectangular shape 1500x450 mm

Each

2,093

23,023

177

Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.

Each

1,083.5

3,250.5

178

C.P. brass

Each

803.7

5,625.9

179

Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.

Each

231.95

3,479.25

180

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

708.95

10,634.25

181

Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.

Each

18,212.9

1,27,490.3

182

15 mm nominal bore

Each

97.75

977.5

183

150 mm diameter

Each

222.35

1,778.8

184

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

14000

1,54,000

185

125 mm nominal dia with 25 mm waste hole

Each

51.85

1,607.35

186

Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms

Each

121.4

364.2

187

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

111.45

334.35

188

100 mm diameter

Metre

443.6

22,180

189

150 mm diameter

Metre

210

695.8

1,46,118

190

300 mm diameter

Metre

2,064.15

61,924.5

191

300 mm dia. R.C.C. pipe

Metre

994.3

49,715

192

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Each

12,770.55

25,541.1

193

Square shape 450 mm internal dimensions

Each

1,155.45

10,399.05

194

For pipes 250 to 300 mm diameter

Each

922.4

4,612

195

450 mm dia RCC pipes.

Metre

3,053.55

1,83,213

196

With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

Sqm

1,505.25

1,27,946.25

197

Upto 5mm depth and 5 mm width

Metre

253

96.75

24,477.75

198

Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).

638.35

15,958.75

199

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

5,325.9

1,06,518

200

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

1,509.8

19,627.4

201

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

1,538.25

16,920.75

202

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

1,538.25

13,844.25

203

Frame size 45 x 85 mm

Metre

926.35

72,255.3

204

Frame size 65 x 125 mm

Metre

1,381.6

1,22,962.4

205

30 mm thick

Sqm

4,764.2

2,19,153.2

Schedule total

₹6,38,52,653.05