Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date5 Aug 2024
Closing Date13 Aug 2024
Tender Amount₹ 15,85,832
Costs
EMD
₹ 31,717Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_APWD_15091_1Tender No
NIT No. 35/EE/CD/APWD/DP/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://apwd.and.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
3
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Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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All kinds of soil
48
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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 :
-
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4
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1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6.94
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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 :
-
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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)
24.95
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Reinforced cement concrete work in beams, suspended foors, 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 foor 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).
4.9
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Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete.
69.72
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Walls any thickness) including attached pilasters, butteresses, plinth and string courses etc.
37.6
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Suspended floors, roofs, landings, balconies and access platform
28.34
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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.
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
2414.57
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
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40 mm thick with 20 mm nominal size stone aggregate
20
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12 mm cement plaster of mix :
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1:4 (1 cement: 4 fine sand)
65.44
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12 mm cement plaster finished with a floating coat of neat cement of mix :
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1:3 (1 cement: 3 fine sand)
66.2
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Providing and fixing collar :
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100 mm
Sand cast iron S&S as per IS - 1729
2
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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work
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50 mm dia nominal bore
6
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80 mm dia nominal bore
90
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Making connection of G.I. distribution branch with Cl. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete:
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50 to 80 mm nominal bore
1
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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80 mm nominal bore
3
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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :
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80 mm nominal bore
1
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Providing and laying hollow cement concrete block walling upto floor five level consisting of hollow block in mix 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 10 mm nominal size) having a crushing strength of 3.5N/sqmm at 28 days as per IS: 2185 (part-I) 1979 laid in cement mortar 1:6 (1 cement 6 coarse sand) upto floor five level.
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40x20x20cm
0.72
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of CC 1:4:8, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
13.16
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Providing and fixing 1 mm thick M.S sheet cover for chamber with M.S flat of size 30 x 4 mm with all necessary fitting including priming coat.
55.04
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