Allahabad Development Authority Tender
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Allahabad Development Authority - ADA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 22,98,000
Costs
EMD
₹ 46,000Document Cost
₹ 354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ADAUP_966649_1Tender No
53/10/CE/DA/2024Tender Authority
Allahabad Development Authority ViewPurchaser Address
-Website
http://http://adaallahabad.in/
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Documents
BOQ Items
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
3
1560
4682.88
All kinds of soil
100
25
2510
1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
8.5
4791
40724.95
1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
1
7612
7612.8
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
2
619
1238.48
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 dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
20
550
11014.8
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)
1
6648
6648.63
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).
4
8456
33826.16
Suspended floors, roofs, landings, balconies and access platform
15
681
10222.95
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1
541
541.25
Weather shade, Chajjas, corbels etc., including edges
2
699
1398.1
Thermo-Mechanically Treated bars of grade Fe-500D or more.
120
79
9512.4
Thermo-Mechanically Treated bars of grade Fe-500D or more.
560
79
44391.2
Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
8
57
460.96
Cement mortar 1:6 (1 cement : 6 coarse sand)
8.5
5242
44558.7
Cement mortar 1:6 (1 cement : 6 coarse sand)
11
6692
73621.57
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
60
86
5175
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
17
98
1670.59
Using M.S. angels 40x40x6 mm for diagonal braces
2.5
4266
10665.5
Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
45
96
4334.4
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T- iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.
19
95
1822.48
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
20
719
14383.2
18 mm thick
2
486
973.2
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete.
6
6317
37904.64
1:6 (1 cement: 6 fine sand)
70
245
17150
1:6 (1 cement: 6 fine sand)
70
281
19705
1:3 (1 cement : 3 fine sand)
20
220
4416.6
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
4
291
1166.16
New work (three or more coats)
52
28
1492.4
New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
73
125
9179.75
100 mm diameter pipes
10
56
561.2
Two or more coats on new work
10
114
1145.8
150 mm diameter pipe
54
284
15375.96
Class II
6
3664
21987.6
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
6
13889
83334.42
Up to 600mm dia
3.85
14707
56621.95
Up to 600 mm dia
13.4
15648
209686.15
150 mm dia pipes
41
141
5811.34
150 mm dia Ductile Iron Class K-7 pipes
157
1315
206509.95
150 mm dia Ductile Iron Double Flanged
99
1916
189734.49
150 mm diameter C.I. pipe
30
268
8058
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge.
20
1488
29760
200 mm dia
1
262
262.84
Providing and fixing suitable size threaded M.S. cap or spout welded plate to the top of bore well housing/casing pipe. 350 mm dia
1
7539
7539.04
Electric logging of bore of 350x200 mm dia including transportation of logger etc. complete as per direction of E-in-charge.
1
5085
5085.65
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in- charge.
35
9544
334064.85
500 mm dia
95
933
88642.6
650mm dia
65
1399
90975.3
200 mm nominal size dia having minimum wall thickness 7.10 mm
48
2767
132818.4
350 mm nominal size dia having minimum wall thickness 7.10 mm
60
4707
282429.6
200 mm nominal size dia
42
1613
67754.82
350 mm clamp
2
1494
2989.02
Development of tube well by over pumps with V.T. pump etc., all as per requirement and direction of Engineer-in- charge.
35
-220
-7717.5
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