Bus Stands Management And Development Authority Tender
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Bus Stands Management And Development Authority Tender

Civil And Construction
Eprocure
Opening Date24 Nov 2018
Closing Date14 Dec 2018
Tender Amount₹ 4,48,52,114 
This is an estimated amount, exact amount may vary.

Costs
EMD
₹ 4,95,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description

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Contact
Tender Id
2018_BSMDA_24826_1Bid Award Id
ViewTender No
HPBSMDA/EE/(2)/2018 tENDERS (VOL-II)Tender Authority
Bus Stands Management And Development Authority ViewPurchaser Address
-Website
http://http://hpctbsmda.com/page/History

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Documents

BOQ Items
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Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Columns, pillars, posts and struts square rectangular or polygonal in plan within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
514.8
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(b) circular or curved in plain
312.36
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Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Beams, cantilever, girders and lintels. Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels upto all depth and in all heights from floor within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
3526.35
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Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in:Flat surfaces such as soffits of suspended floors, roofs, landings and the like floor etcetra upto any thickness within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
4205.04
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Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Stair cases with sloping or stepped soffits excluding landing within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
144
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Providing form work with steel plates 3.15 mm (three point fifteen millimetre) thick welded with angle iron in frame 30 X 30 X 5 mm (thirty into thirty into five millimetre) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden battens and ballies, in all heights of propping and centring below supporting floor to ceiling and removal of the same for insitu-reinforced concrete and plain concrete work in Edges of slabs and breaks in floors and walls upto all width and heights within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
696
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Providing and laying mechanically mixed and vibrated plain cement concrete 1:4:8 (one cement isto four sand isto eight graded crushed stone agreegate 40 mm (forty millimetre) nominal size) excluding the cost of form work in foudation and plinth including carriage of material within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals
108
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Providing and laying automatic batch mixed and vibrated cement concrete M30 GRADE DESIGN MIX and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: foundations, footings bases of columns and the like and mass concrete with the help of concrete pump and within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
486
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Providing and laying automatic batch mixed and vibrated cement concrete M30 GRADE DESIGN MIX and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Columns, pillars posts and struts upto floor all levels with the help of concrete pump and within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
141.95
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Providing and laying automatic batch mixed and vibrated cement concrete M30 GRADE DESIGN MIX and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : Suspended floor, roofs, landing, shelves and their support balconies, beams, girders, bressumers, staircase and cantilever upto floor all level with the help of concrete pump and within all leads and lifts and as per the direction of the Engineer-in-charge and other incidentals.
1532.63
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Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete with cost of binding wire within all leads lifts as per the direction of the Engineer-in-charge and other incidentals. TATA500D/SAIL
348553
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Second class brick work using common brunt clay building bricks in supersturecture above plinth level upto floor all levels in cement mortar 1:6 (one cement isto six sand) within all leads and lifts as per the direction of the Engineer-in-charge and other incidentials.
355.536
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Providing and fixing M.S. railing with baluster of 20x20mm (nineteen into nineteen millimetre) soild square bars in combination of 40x6mm (ninteen into six millimetre) M.S. flat (top & bottom) jointed with 5 cm. (five centiemtre) dia M.S. hollow pipe hand rail complete as per approved drawing and design, including priming coat of red lead paint as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
96
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Providing and fixing M.S. railing with baluster of 20x20mm (nineteen into nineteen millimetre) soild square bars in combination of 40x6mm (ninteen into six millimetre) M.S. flat (top & bottom) jointed with 5 cm. (five centiemtre) dia M.S. hollow pipe hand rail complete as per approved drawing and design, including priming coat of red lead paint as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.
557.6
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Providing and laying half rounded nose 25mm (twenty five millimetre) thick Kota stone flooring 20mm (twenty millimetre) average thick base of cement mortar 1:4 (one cement isto four sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab includding rubbing and polishing complete including carriage of material within all leads and lifts as per the direction of the Engineer-in charge and other incidentals.
219.6
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Truss Work:
Design, preparation of drawings, supply and erection in position of SMARTRUSSS® Roof truss solution (top and bottom cord, Top batten and ceiling batten) manufactured from zinc-aluminium alloy coated steel- ZINCALUME steel(minimum yield strength of 550 MPa, coated with anAZ150 (min 150 gm/m2 total on both side complying to AS1397) base metal thickness of 0.75/1.0 mm and shall be C – type having web 75 X 40 mm or 100 X 50 mm with lip size of 8.00 / 12.0 mm & R 5.0 mm, whichever is economical as per AS1397/NZM design calculation and shall have a spacing @1200 c/c. The truss shall be design through appropriate software complying to design code of AS 1170 -2- 1998 /AS 4600-1996 and most economical design. Self tapping / drilling fasteners shall be min. 40 μm Zinc coated / min. 25 μm Zinc-Tin alloy coated, Hex head, self-drilling screw as per AS 3566-2002 Class 3 fasteners. The truss purlin members should be manufactured from ZINCALUME (min. 150 gsm & 550 MPA) steel of base metal thickness 0.75/1.0 mm and shall be top hat TS41 (41 X 32) or TS61 (61 X 36.5). Design of Cold formed sections to be done by SUPRACADD or equivalent Design software of relevant AS/NZM codes (4600,1170). including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge. Any loss of Govt.and private property during the execution of work the absolte responsibilty of the contractor.
5850
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Supply & Fixing of COLORBOND LYSAGHT TRIMDEK profile sheet of 1072 mm Supply width and nominal 28.5 mm deep ribs.The end rib shall be designed for anti-capillary action, to avoid any seepage of water through the lateral overlap. The feed material is manufactured out of nominal 0.55 mm Base Metal Thickness (BMT), Hi-Tensile steel with min. 550 MPa yield strength, metallic hot dip coated with Aluminum-Zinc alloy (55% Aluminum, 45% Zinc) as per AS 1397 - Zincalume AZ150 (Min. 150 gms/sq.mt total on both sides) with Super Polyester Colorbond XRW quality paint coat as per AS/NZS 2728 Class 3 of BlueScope Steel make. The paint will have a total coating thickness of nominal 35 μm, comprising of nominal 20 μm exterior coat on top surface and nominal 5 μm reverse coat on back surface over nominal 5 μm primer coat on both surfaces of approved colour shade by concern authority. The sheet shall have brand marking of the manufacturer giving product details on the back of the sheet at every regular interval for confirming genuinity of the material :In roofing including all leads, lifts and carriage of materials and complete in all respect of as per entire satisfaction of the Engineer in charge. Any loss of Govt.and private property during the execution of work the absulte responsibilty of the contractor.
390
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15 mm Cement Plaster in single coat on rough/ fair side of brick/ concrete/ stone walls for interior/exterior plastering up to all level including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth, including all leads, lifts and carriage of materials and complete as per entire satisfaction of the Engineer-in charge.
10109
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Providing and fixing on wall face PVC (D-Plast) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete. 150mm dia including all leads, lifts and carriage of materials and complete as per entire satisfaction of the Engineer-in charge.
210
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Providing and fixing on wall faces PVC (D-Plast) accessories for rain water pipes including filling the joints with approved adhesive complete :PVC Plain bend 150mm dia. including all leads, lifts and carriage of materials and complete as per entire satisfaction of the Engineer-in charge.
28
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including filling the joints with approved adhesive complete :150mm dia including all leads, lifts and carriage of materials and complete as per entire satisfaction of the Engineer-in charge.
14
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Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc. complete including all leads, lifts and carriage of materials and complete as per entire satisfaction of the Engineer-in charge.
42
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