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Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_80267_2Bid Award Id
ViewTender No
RC (RANDB) RGD No-II 09/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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R.R. H.G. stone masonry in C.M. (1:4) in foundation and plinth using Hard Black Granite stones of approved size and quality free from weathered skin and from approved quarry including splays cutting, circular molding chamfering & all similar such type of operations with necessary projections, chamfering & corbelling watering and curing etc including cost & conveyance , royalties and taxes of all materials with all labour with T&P required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.
59.93
-
3574.9
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Back filling of surplus excavated earth at work site by initial lead of 50m and initial lift 1.5m including cost of all labour, T&P and dewatering if required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.
242.54
-
108.54
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RCC work of M-20 grade in the following Structural building works using 20mm to 10mm down graded hard black granite Crusher broken aggregates of approved quality from approved quarry including mixing hoisting lowering laying compacting concrete using concrete mixer, vibrator watering and curing for four weeks centering and shuttering and finishing the exposed surfaces smooth as per relevant clauses of section 1700 of MORT&H specification for Road & Bridge works (4th Revision) including hire and running charges of all machineries including cost, conveyance, royalty and taxes of all materials and labour with T&P required for the work etc. complete as per drawing and Technical Specification and as directed by the Engineer-in- Charge.(Excluding cost of reinforcement & binding wires to be used in the work) Column below plinth
44
-
4596.71
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Plinth Beam
15.3
-
4964.88
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Column Shaft
5.75
-
12001.8
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Column Shaft 1ST FLOOR
5.03
-
13601
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Column Shaft 2ND FLOOR
5.03
-
15515.72
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Column Shaft 3RD FLOOR
0.8
-
17805.13
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Lintel
4.58
-
8191.11
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Lintel 1ST FLOOR
4.17
-
9028.16
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Lintel 2ND FLOOR
4.17
-
10028.37
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Chajja
24.5
-
776.1
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Chajja 1ST FLOOR
24.5
-
879.24
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Chajja 2ND FLOOR
24.5
-
1002.74
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Fin
16.44
-
1615.55
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Fin 1ST FLOOR
16.44
-
1878.59
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Fin 2ND FLOOR
16.44
-
2193.88
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Roof Beam
6.8
-
12001.8
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Roof Beam 1ST FLOOR
6.2
-
13601
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Roof Beam 2ND FLOOR
6.2
-
15515.72
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Roof Beam 3RD FLOOR
0.76
-
17805.13
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Roof Slab
23.35
-
7984.9
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Roof Slab 1STFLOOR
20.32
-
8780.72
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Roof Slab 2ND FLOOR
20.32
-
9731.43
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Roof Slab 3RD FLOOR
2.13
-
10867.24
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Stair case
1.88
-
9967.82
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Stair case 1ST FLOOR
1.88
-
11160.26
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Stair case 2ND FLOOR
1.88
-
12586.85
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Shelves
11.63
-
348.17
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Shelves 1ST FLOOR
11.63
-
377.76
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Shelves 2ND FLOOR
11.63
-
408.95
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Supplying fitting and placing uncoated HYSD Steel reinforcement works using HYSD (FE-415) (SAIL Only) steel of approved manufacturer as per section 1600 §ion 1900 of MORT&H specification for Road and Bridge works ( 4th revision) including cost, conveyance and taxes of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (weight of reinforcement sall be calculated on the basis of IS 1732. wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other method of binding & placing shall not be considered for payment)
127.44
-
9164.19
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HYSD Steel reinforcement 1ST FLOOR
51.46
-
9188.57
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HYSD Steel reinforcement 2ND FLOOR
51.46
-
9214.16
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HYSD Steel reinforcement 3RD FLOOR
5.16
-
9241.03
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Fly ASH brick masonry in cement mortar (1:6) using clamp burnt bricks of “23cmx11cmx8cm" size having a crushing strength of not less than 35 Kg. Per Sq. Cm. including immersing in water till saturation before use, Including splays cutting, circular molding, chamfering and corbelling and all similar type of operations with all necessary projections watering and curing etc. complete including cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect in all floors as per drawing and Technical specification and as directed by the Engineer-in-Charge.Superstructure (GF) 10'' Wall
63.13
-
4320.52
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Fly ASH brick masonry in cement mortar (1:6) 1st floor
59.33
-
4599.76
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Fly ASH brick masonry in cement mortar (1:6) 2nd floor
59.33
-
4913.99
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Fly ASH brick masonry in cement mortar (1:6) 3rd floor
19.82
-
5275.36
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fLY ASH brick masonry in cement mortar (1:4) using kiln Burnt bricks of 23cm size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks for six hours in waters before use with all necessary projections, splays cutting, circular moulding, chamfering, corbelling, watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge.
1.78
-
4516.59
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fLY ASH brick masonry in cement mortar (1:4) in 1st floor
1.78
-
4789.83
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fLY ASH brick masonry in cement mortar (1:4) in 2nd floor
1.78
-
5104.06
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Providing 16 mm thick Cement Plaster with C.M. (1:6) with screened and washed sharp sand for mortal and finished smooth to the rough surface walls after raking out the joint including watering and curing ,roughing of corners, providing grooves where ever necessary with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge
354.55
-
197.62
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16 mm thick Cement Plaster with C.M. (1:6) in 1st floor
325.22
-
202.65
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16 mm thick Cement Plaster with C.M. (1:6) in 2nd floor
325.22
-
207.84
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16 mm thick Cement Plaster with C.M. (1:6) in 3rd floor
33.46
-
213.2
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Providing 12 mm thick Cement Plaster with C.M. (1:6) with screened and washed sharp sand for mortal and finished smooth to the rough surface walls after raking out the joint including watering and curing ,roughing of corners, providing grooves where ever necessary with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge (For Out SIde plaster)
233.71
-
137.59
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Area of inside plaster
198.41
-
137.59
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outside plaster 1st floor
173.07
-
143.25
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Inside plaster 1st floor
182.15
-
140.99
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outside plaster 2nd floor
173.07
-
149.18
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Inside plaster 2nd floor
182.15
-
144.48
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outside plaster 3rd floor
155.09
-
155.42
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6mm thick cement plaster (1:4) with screened and washed sharp sand for mortar and finished smooth RCC work after closed deep chipping & slurry treatment watering, curing for required days with cost, conveyance, royality, taxes of all materials and labour with T&P required or the work etc. complete in all respect as per drawing and technical specification and as directed by the Engineer-in-charge. (For inside Plaster)
169.9
-
155.46
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For Out Side Plaster
57.38
-
155.46
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inside Plaster in 1st floor
148.7
-
159.42
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Out Side Plaster in 1st floor
57.38
-
162.06
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inside Plaster in 2nd floor
148.7
-
163.5
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Out Side Plaster in 2nd floor
57.38
-
169
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inside Plaster in 3rd floor
13.3
-
167.71
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Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties and taxes of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
24.18
-
286.96
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in 2nd floor
162.59
-
348.75
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in 3rd floor
17.07
-
381.8
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Providing supplying fitting and fixing of tile in floors marbonite or equivalent make in all floors Vetrified tiles flooring on 20mm thick bed of cement mortar 1:4 (1 cement : 4 sand) jointed with neat cement slurry using premium grade of size 600mmx600mm I.S. standard confirming to IS 13756 having thickness 8mm to 10mm mixed with pigment to match the shade of tiles including rubbing and polishing including fixing tiles to proper slope and level mending to sizes including cost, conveyance, royality, taxes all materials all labopur and T&P required for the work etc. complete in all floors as per standard specification and direction of Engineer-in-charge.(15.01)Vetrified tiles 600mmx600mm (Vitrified Tiles {600mm x 600mm} (Homogeneous)
92.56
-
895.72
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Vitrified flor industrial tiles (30cm x 30cm)
59.55
-
840.85
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Chequered Cement Tile
2.75
-
486
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Vetrified tiles 600mmx600mm 1st floor
92.56
-
905.27
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Vitrified flor industrial tiles (30cm x 30cm) 1st floor
33.52
-
850.39
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Vetrified tiles 600mmx600mm 2nd floor
92.56
-
915.29
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Vitrified flor industrial tiles (30cm x 30cm) 2nd floor
33.52
-
860.41
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Providing supplying fitting and fixing of dadoo marbonite or equivalent make in al floors over 12mm thick cement plaster (1:3) jointed with neat cement sluury mixed with pigment to match the shades the shades of the tiles including cost, conveyance, royality, taxes all materials all labopur and T&P required for the work etc. complete in all floors as per standard specification and direction of Engineer-in-charge.(15.01)Vetrified tiles 600mmx600mm
19.02
-
999.8
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Vitrified Floor Industrials Tiles30x 30cm
28.02
-
944.94
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Vetrified tiles 600mmx600mm 1st floor
19.02
-
1014.94
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Vitrified Floor Industrials Tiles 1st floor
23.62
-
960.08
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Vetrified tiles 600mmx600mm 2nd floor
19.02
-
1030.83
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Vitrified Floor Industrials Tiles 2nd floor
23.62
-
975.96
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Supplying, fitting and fixing in position well dressed and well seasoned sal wood work framed and fixed (wrought and put up) in choukaths for doors, windows and ventilators including cost of iron works and coal traing 2 coats to wall side faces of choukaths including cost of coaltar, cutting grooves and mending sizes where necessary with cost and conveyance royalities and taxes of all materials and labour with T&P required for the work etc complete in all respect in all floors.
3.24
-
49409.37
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Supplying, fitting and fixing of Flush doors using 32mm BWR block board of approved quality including cost ,all fiting, lock & conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing & Technical Specification and as directed by the Engineer-in- Charge
51.66
-
4382
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32mm pisal wood panneled shutters (of 32mm style with 18mm panel) including cost conveyance of all materials and labour for fitting, fixing excluding cost of iron fittings etc completes as per the instruction of Engineer-in-Charge.
49.35
-
3238.26
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Factory made FRP Door / Window frame (alternately called GRP) of size 75mmx100mm fabricated using E-glass Chopped Strand Mat (CSM) U.V stabilised Inopthalic Gel coat and impregnated with Inopthalic resin. The thickness of the GRP skins shall not be less than 2.00mm. The doorframe consists of four segments, which are provided with plug-in-socket arrangement in-situ in the mould. The segments are plugged in and are joined together by means of screw. The GRP frame shall be provided with wooden reinforcement on six locations for high screw holding capacity for for fixing metallic hold fast and shall be consolidated by filling with medium density foam/plaster of paris with fibre reinforcement. The material and process for manufacturing the door frames shall conform to RV-TIFAC composites Design Centre's standards and specifications. The finish of door frame will be plain and different colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
30.12
-
377.28
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Factory made single leaf rigid FRP sandwich composite door / window shutter (alternately called GRP) of 32mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised Isopthalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) mpregnated with orthopthalic polyester resin. The thickness of the skins shall not be less than 1.50mm Expanded Polystyrone (EPS) structural foam panel of 29mm thickness and a density of 20kg/cu.mtr shall be used as core material. Wooden reinforcements made of seasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as tower bolts, aldrops, handles etc shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material. The material and process for manufacturing the door shutters shall conform to RV-TIFAC composites Design Centre's standards and specifications and the door shutters tested in conformation to IS: 4020-1998. The finish of door shutter will be plain colour as per specification and direction of the Engineer in charge.
8.25
-
2849.12
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Supplying, fitting, fixing of all types of MS Grillsmade of ISI marked standard MS Angles of approved thickness and quality of approved Manufacturers with all required iron and aluminum fittings, including mending to sizes supplying and fixing hinged cleats, sand blocks and fixing of oxidized iron or chromium plated iron aldrops, tower bolts, knobs or rings or handles, hinges, screws and other fittings, etc. complete as per requirement including cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge
27.43
-
5471.87
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Providing and fixing of fixed ventilators of approved make to be fabricated from roll formed sections made of pre-painted steel with apint specification being with primer of 5-7 microns and finished paint with polyster paint of 12-16 microns along with he alkyd backer at the back of 5-7 microns and the sizes of outer frame being of 46x52 mm and with all vertical and horizonaal mullions are of 46x70 mm and fixed beadings are of 18x25 mm. All corner brackets are to be made of CRCA with zinc phosphating glass to be used of 5mm reflacting with cost, conveyances and taxes of all materials cost of all albour T & P etc completed as per the direction of EIC.
5.36
-
5291.43
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Providing and fixing of partly top hung and partly louvered windows of approved make to be fabricated from roll formed sections made of pre- painted steel ( base steel as per - painted steel ( based steel as per IS-513 with Zinc of 120 Gm/ Sq mtr) with paint specification being with primer of 5-7 microns and finished paint with polyster paint of 12-16 microns along with all horizontal mullions and the size of outer frame being of 46x52mm with all vertical and horizontal mullions and the sizes of outer frame being of 46x70mm and fixed beadings are of 18x25 mm Accessories / gaskets are to be used as per the manufactures supply and specification like handle being made of high gradealuminium powder coated and with nylon receiver and gasket will be made of EPDM. all corner bracket and frames including cost of material all taxes labour T&P etc, complete as per direction of Engineer-in-charge.
1.68
-
5017.63
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Supplying fitting and fixing of Stainless Steel of 304 grade in hand railing using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mmx32mmx 2mm @ 0.90mtr C/C and Stainless square pipe bracing of size 32mmx 32mmx 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing,etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge.
18
-
3506.52
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Finishing plastered surfaces with cement washing one coat using cement including cost, conveyance, taxes of all materials, cost of all labour, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-charge. (51.10) inside suface
722.87
-
14.21
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Outside Surface
291.09
-
14.21
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inside suface 1st floor
656.08
-
14.42
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Outside Surface 1st floor
230.45
-
14.55
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inside suface 2nd floor
656.08
-
14.63
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Outside Surface 2nd floor
230.45
-
14.91
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inside suface 3rd floor
46.75
-
14.84
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Outside Surface 3rd floor
155.9
-
15.3
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Finishing wall surfaces with cement based putty (water based) of approved quality for making smooth even to receive painting including watering and curing with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge
2080.91
-
73.62
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Finishing wall surfaces with two coats of distempering of approved shade on new works over a coat of primer to give an even shade over prepared surfaces including watering and curing with cost and conveyance royalty and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge.
722.87
-
125.66
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distempering in 1st floor
656.08
-
128.73
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distempering in 2nd floor
656.08
-
131.9
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distempering in 3rd floor
46.75
-
135.15
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Painting two coats with approved weather seal paints of approved colour, shade on wall surface over a coat of wall primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge.
291.09
-
103.69
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weather seal paints 1st floor
230.45
-
107.4
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weather seal paints 2nd floor
230.45
-
111.3
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weather seal paints 3rd floor
155.9
-
115.39
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Painting two coats with approved enamel paints of approved colour, shade over a coat of primer over new Iron work including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge.
22.49
-
193.91
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1st floor
15.27
-
198.63
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2nd floor
15.27
-
203.48
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3rd floor
1.81
-
208.48
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Painting two coats with approved enamel paints of approved colour, shade over a coat of primer over new wood work including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge.
65.38
-
197.08
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1st floor
65.38
-
201.8
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2nd floor
65.38
-
206.66
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