Urban Development Department Tender
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Urban Development Department - UDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Dec 2024
Closing Date7 Jan 2025
Tender Amount₹ 5,78,740
Costs
EMD
₹ 25,000Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Construction Of Protection Wall At Cremation Site Kasakra And Construction Of Cremation Shed Near Shitlamata Temple In Ward Kasakra Mc Chamba
Description
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Contact
Tender Id
2024_UDDHP_96885_1Tender No
MCC/2024-Etendering-3167-76 Dated 19/12/2024Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://ud.hp.gov.in/
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Documents
BOQ Items
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Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
26.06
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders,bressumers and cantilevers
17.04
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
27.54
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)
5.37
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size)
1.95
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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).
5.83
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Cold twisted bars
1347.38
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
4.9
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
10.62
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
172.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
5.7
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20 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)
32.46
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6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
26.79
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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
54.05
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Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters,
buttresses, plinth and string courses fillets, kerbs and steps etc
70.8
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand): 10graded stone aggregate 40 mm nominal size)
41.76
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
22.05
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