Bhubaneswar Development Authority Tender
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Bhubaneswar Development Authority - BDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date13 Dec 2023
Closing Date21 Dec 2023
Tender Amount₹ 18,57,076
Costs
EMD
₹ 18,571Document Cost
₹ 7,080Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_BDABU_98287_1Bid Award Id
ViewTender No
BDA/13-EE-III/2023-24, Dated-11/12/2023Tender Authority
Bhubaneswar Development Authority ViewPurchaser Address
-Website
http://https://www.bda.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Kitchen Wash area portion of Ground Floor
2.45
-
654.2
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Kitchen Wash area portion of First Floor
1.91
-
686.9
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Dismantling and removing doors, windows and ventilators incluidng removal of frame, hinges, fastening and stacking the useful materials for reuse and removing the debris withiin 50 m lead etc. complete.
-
-
-
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Kitch Door in Ground Floor
3.25
-
350.3
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Kitch Door in First Floor
3.25
-
367.8
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Brick work with Fly Ash Brick ( 25 x 12 x 8 cm) in cement mortar ( 1:6) in F & P with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
4.59
-
5005
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Brick work with Fly Ash Brick ( 25 x 12 x 8 cm) in cement mortar ( 1:6) in Super Structure with best quality bricks of size 25cm x 12cm x 8cm having minimum crushing strength from 75 Kg/cm2 wih dimension tolerance +2% (free from cracks, well shaped, uniform in size) includes molding, chamfering, corbelling complete as per drawing, design and specification, watering and curing for 7 days including cost, conveyance, royalty of all materials, labour, T&P etc. and as per direction of Engineer-in-charge.
-
-
-
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Protection work in duct area in Ground Floor
0.31
-
5043.34
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Parapet in First Floor
1.41
-
5336.3
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Providing & laying cement concrete of prop. (1:2:4) using 12mm to 20 mm nominal size down graded, screened, washed hard black crusher broken granite chips of approved quality & from approved quarry, watering and curing etc. complete including cost, conveyance, royalty of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.
-
-
-
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Ground Floor
5.76
-
6918.1
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First Floor
1.03
-
7252.6
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Supply, fitting and fixing of tiles in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
-
-
-
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Ground Floor (Kota Tiles abaove 0.1 Sqm.)
117.72
-
1240.6
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First Floor (Kota Tiles abaove 0.1 Sqm.)
19.44
-
1263.9
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Supply, fitting and fixing of tiles in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
-
-
-
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Ground Floor (Vetrified Tile (600mm x 600mm))
4.32
-
1208.8
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First Floor (Vetrified Tile (600mm x 600mm))
2.88
-
1219.5
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Supply, fitting and fixing of tiles in floors treades or steps and landing over 25mm thick bed of C.M. 1:1 (1 cement : 1 sand) jointed with neat cement slurry mixed with pigment to match the shades on the tiles etc. complete including cost of all materials, labour etc. all complete as required for the work and direction of Engineer-in-charge.
-
-
-
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Ground Floor (Vetrified Industrial Floor Tiles of Premium grade (300mm x 300mm) having thickness 8mm to )
61.4
-
1072.4
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Providing 16mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
196.17
-
215.6
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Providing 12mm thick cement plaster in cement mortar of proportion (1:6) over even surface of brick work after racking out the joints finished smooth to proper line and plumb, watering, curing for 7 days with cost, conveyance, royalties, of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
-
-
-
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First Floor Outside walls
196.2
-
156.4
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2nd Floor Outside walls
138
-
162.8
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Providing 25mm thick grading plaster in C.C. (1:2:2) laid in proper slope over roof slab by using two part of sand, one part of cement and two parts of 6mm size black hard crusher broken granite chips with addition of water proofing compound of approved quality to be mixed with specified ratio including watering, curing, cost, conveyance, royalties, taxes of all materials, cost of all labour, T&P etc. complete as required for the finished item of work as directed by the Engineer-in-charge.
30.72
-
396.4
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Supplying, fabricating and installing the stainless steel door of 304 grade by using 30mm x 30mm x 1.6mm square pipe as three legged choukath frame. The SS door shutter made by using 16 gauge SS sheet and SS Jalli of 16 gauge in top most part of the door shutter, the door shutter frame is made with 30mm x 30mm x 1.60mm square pipe and 12mm square pipe of 16 gauge in horizontal supported by 3 pairs and 4 verticals to strengthen and to enhence decent look. The fittings with locking arrangements are also made in the door. There is sign of Male and Female also made. It includes all transportation and installation etc. complete as per direction of Engineer in charge.
-
-
-
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Kitchen Door in Ground Floor and First Floor (Door Size - 2000 x 875)
2
-
26000
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Supplying, fitting and fixing up windows (sliding type) made up aluminium Section 151-154, 151-155, as windows frame section No.151-155, 151-153 and 151-167 as shutter frame with 5mm thick black glass as panel fitted with rubber bending incluidng lucking arrangement including all fittings including cost of materials, cost of all labour and T&P etc. complete as per direction of Engineer in charge.
0.72
-
6047.1
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Scraping old paint with scrapers, sand papering and washing with soap water or soda incluidng scaffolding charges above 5 mtr. high and up to 8 mtr. hight etc. complete and direcition of Engineer in charge.
4613.11
-
5.2
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Painting two coats to the wall surface by using 100% premium Acrylic emulsion paint of approved make like NEROLAC ALLS CAPES 24 carrot emulsion / BERGER luxel luxury silk emulsion / ASIAN Royal /ISI velvetough or equpvalent make of approved shade to interiror wall surface over a cost of primer with water bond cement primer after preparing the surface smooth by applying putty punning with synthetic Acrylic wall putty including finishing the surface smooth by said papering in all heights including scaffolding charges with cost, conveyance of all materials, cost of all labours etc. complete and direction of Engineer in charge.
-
-
-
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Ground Floor (Inside area)
1439.62
-
239.8
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First Floor
1682.29
-
331.1
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Painting Two coats of synthetic enamel paint over iron surface over a coat of primer of approved quality, sand papering, polishing the surface including cost, conveyance of all materials cost of all labour, T&P etc. as required for the work complete as per direction of Engineer in charge. (Paints and primer will be supplied by the contractor).
39.68
-
218.8
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Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade of approved make and shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULOX or equivalent to make an even finished surface over a coat of primer with water bond cement primer in all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labours, T&P sundries etc. as required for the work and as directed by the Engineer-in-charge
-
-
-
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Outside (Ground Floor)
1451.51
-
157.4
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15mm dia CP Urinal Spreader
2
-
797.1
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Fixing of glazed earthen ware squatting plate urinal with all complete
1
-
3082.2
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Providing and installing vitreous china waswh basin with all fittings
2
-
2858
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Fixing pillar taps 15mm (Push type)
10
-
901
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Fixing of PVC waste pipe 32mm
15
-
99.4
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Fixing of PVC inlet pipe 15mm
15
-
103.4
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32mm brass waste
15
-
380.2
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Fixing of 600mm x 450mm bevelled edge mirror of superior glass mounted on 6mm thick
10
-
823.7
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Fixing of Glass Shelf
10
-
729.1
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Fixing of C. P. brass towel rail
10
-
1030.7
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Providing and fixing 15mm dia CP bib cock long body
2
-
979.5
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15mm dia C. P. flange
15
-
65
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15mm dia C.P. extension piece - 25mm long
8
-
121.6
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Providing and fixing 15mm dia CP concealed Stop Cock
10
-
1108.6
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Providing and fixing of 15mm dia C.P. Angular Stop Cock
10
-
922.2
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White vitreous china EWC pattern with 'S' trap
2
-
3001.2
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Fixing of plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers all complete
2
-
791.1
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Providing and fixing PVC low level flushing cistern with manually controlled device (handle level) conforming to IS"7231 with all fittings and fixtures complete.
2
-
1918.1
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UPVC SWR pipe of Class-3.
-
-
-
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110mm dia pipe
30
-
371.2
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110mm coupler
4
-
163.1
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110mm single tee with door
2
-
338.5
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110mm single tee without door
1
-
302.1
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110mm bend
2
-
202.5
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110mm dia PVC SWR Vent Cowl
2
-
60
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110mm dia PVC Nahani Trap with out jally
2
-
193.9
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PVC SWR Jalli of 100mm dia
2
-
49.4
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Supplying, fitting and fixing of following dia G. I. / PVC fittings as per P.H. specifications.
-
-
-
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50mm dia Schedule-80 pipe
50
-
335.1
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25mm dia Schedule-80 pipe
6
-
151.3
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20mm dia Schedule-80 pipe
15
-
102.5
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15mm dia Schedule-80 pipe
10
-
78.5
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) Pipes (SDR-11) conforming to IS 15778.
-
-
-
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25mm dia CPVC pipe
25
-
314.8
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20mm dia CPVC pipe
20
-
254.2
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15mm dia CPVC pipe
20
-
193.7
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50mm dia socket PVC as per PH material
10
-
77.96
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1" dia PVC Ball Valve UPVC ASTM Ball plastic
1
-
428.76
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50x50x20mm PVC R Tee
1
-
142.61
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20x20x15 PVC R Tee
4
-
31.08
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50mm dia PVC Elbow
4
-
126.31
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25mm dia PVC Elbow
4
-
38.24
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20mm dia PVC Elbow
4
-
23.57
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15mm dia PVC Elbow
4
-
17.15
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50mm dia PVC Ball Valve of UPVC ASTM mUPVC Ball Valve of Schedule-80 (Sol. Welded with Metal Ball)
2
-
3166.9
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25mm dia PVC Ball Valve
2
-
720.3
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20mm dia PVC Ball Valve
2
-
523.5
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15mm dia PVC Ball Valve
2
-
435.3
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Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS 12701-1996 of 1000 ltr PVC water storage tank with all complete 03 layers white.
1000
-
11.5
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25mm dia PVC Ball Cock with Rod & Ball
1
-
892.16
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25mm dia Tank Nipple
2
-
45.4
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Supplying all materials, labour T&P for construction of 250mm x 250mm x 675mm size Gully Trap Chamber by F.A. bricks in C.M. (1:4), CP (1:3) with 150mm x 150mm PVC grating including labour and materials for fitting and fixing of 100mm dia square mouth PVC gully trap with supply of all jointing materials and encasing the gully trap with a block of C.C. (1:3:6) with 25mm size hard stone metal all complete with providing and fixing of 250mmk x 250mm precast RCC cover slab as per approved design and specification and as per instruction of the Engineer in charge including cost, conveyance of all materials to site complete and direction of Engineer in charge.
2
-
1282.9
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Supplying all materials, labour and T&P for construction of 1.20 mtr. dia x 1.50 mtr. Soak-Way Pit with dry Brick walling up to 1.10 mtr. height and brick work with C.M. (1:6) for 0.45 mtr. height of wall at top, C.P. (1:3) inside and outside, inside filled with dry brick khoa of 50mm to 100mm size to a height of 2.00 mtr from bottom, covered by means of 40mm thick RCC perforated slab, 50mm thick RCC well cover in pices fitted with iron rings including earthwork in excavation and refilling of cavity around the pit etc, all complete as per approved design, drawing and specification and as per instruction of the EIC including cost, conveyance of all materials to site complete and as per the direction of Engineer-in-charge
1
-
14812
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