Urban Development Department Tender
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Costs
EMD
₹ 2,10,734Document Cost
₹ 4,500Tender Fee
Refer Documents
Summary
Remaining Part Of The Construction Of Market
Description
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Contact
Tender Id
2024_UDD_38147_1Bid Award Id
ViewTender No
NIT No. 06 of 2024-25Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://assamtenders.gov.in
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BOQ Items
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 : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
154.55
-
1
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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizeNderived from natural sources)
12.21
-
1
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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
45.08
-
1
Centering and shuttering including strutting, propping etc. and removal
of form for Foundations, footings, bases of columns, etc. for mass
concrete
129
-
1
Centering and shuttering including strutting, propping etc. and removal
of form for Suspended floors, roofs, landings, balconies and access
platform
160.98
-
1
Centering and shuttering including strutting, propping etc. and removal
of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers
222.69
-
1
Centering and shuttering including strutting, propping etc. and removal
of form for Columns, Pillars, Piers, Abutments, Posts and Struts
114.57
-
1
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
18077.34
-
1
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
40635.12
-
1
Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of
pile cap) :450 mm dia piles
685
-
1
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.
280
-
1
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification
& the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity Initial test (Test Load 2.5 times the Safe
capacity)
1
-
1
Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification
& the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity Routine test (Test Load 1.5 times the Safe capacity)
1
-
1
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