Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date18 Oct 2022
Closing Date28 Oct 2022
Tender AmountRefer Documents
Costs
EMD
₹ 19,500Document Cost
₹ 350Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWD_66626_4Bid Award Id
ViewTender No
PW-SRN-CB-Tender/2022-23-11111 dated 17.10.2022Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://hppwd.hp.gov.in/
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BOQ Items
Brick work second class using common burnt clay building bricks in Foundation and plinth level in cement mortar 1:6 ( One cement : Six approved sand ) as per HPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
21.52
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Providing form work with steel plates 3.15 mm. ( Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work In depth in all heights from floor.including all leads, lifts and carriage of materials, as per entire satisfaction of Engieer-in-charge. In Beams, cantilever , girders and lintels.Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 mtr. ( One metre)
64.97
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Providing form work with steel plates 3.15 mm. ( Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work In depth in all heights from floor.including all leads, lifts and carriage of materials, as per entire satisfaction of Engieer-in-chargeFlat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200mm. ( Two hundred milimetre) In thickness.
104.81
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Providing form work with steel plates 3.15 mm. ( Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work In depth in all heights from floor.including all leads, lifts and carriage of materials, as per entire satisfaction of Engieer-in-charge Columns, pillars, posts and struts Square rectangular or polygonal in plan.
72.9
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-
Providing form work with steel plates 3.15 mm. ( Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work In depth in all heights from floor.including all leads, lifts and carriage of materials, as per entire satisfaction of Engieer-in-charge Foundations, footings, bases of columns etc., and mass concrete.
40.5
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Providing form work with steel plates 3.15 mm. ( Three point fifteen milimetre) thick welded with angle iron in frame 30x30x5mm. So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work In depth in all heights from floor.including all leads, lifts and carriage of materials, as per entire satisfaction of Engieer-in-charge Edges of slabs and breaks in floors and walls under 20 cm wide
44.3
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
16.39
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Reinforced cement concrete work in Columns, pillars, posts and struts rectangular or square in shape in all floors up to all heights and level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
5.46
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Reinforced cement concrete work in Lintal beams , bressumers etc. and level excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).
21.52
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Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars including carriage of all labour, equipment's and materials to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
3903.3
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Filling in plinth with sand under floor including watering,ramming, consolidating and dressing complete ,including carriage of all labour,equipment and materials to various locations through all modes of transportation in all leads,lifts and other incidental charges.
8.41
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Providig wood work in frames of doors windowa and other frames wrought frmaed and fixed in position 2nd class deodar wood as per HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts.
1.1
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