Directorate General Defence Estates Tender
View complete overview of Uttarakhand DGDE Tender
Directorate General Defence Estates - DGDE Tender
Civil And Construction
Eprocure
Opening Date28 Oct 2024
Closing Date18 Nov 2024
Tender Amount₹ 42,50,000
Costs
EMD
₹ 85,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Cantonment Board Nainital Term Contract 2024-25
Description
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Contact
Tender Id
2024_DGDE_681447_1Bid Award Id
ViewTender No
1/TC/2024-25/NTL/CTender Authority
Directorate General Defence Estates ViewPurchaser Address
-Website
http://defproc.gov.in
GEM & Bid Advisory Services
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BOQ Items
Supply only chain link MS galvanised fencing any size or type chain link fencing of mesh size 50mmx50mm and dia of wire 3.80mm.
8438.09
76
643488.74
Fixing oknly chain link fencing including provission of binding wire.
2370.25
6
15051.09
Excavation in foundation for retaining &breast wall in all types of soils and rocks including lead,, lift and disposal of surplus as per direction of engineer-in- charge.
288.93
450
130018.5
10mm thick Plaster laid in 1:6 C/S mortar.
187
189
35408.45
Nominal Mix 1:2:4 Rainforced cement concrete(20mm aggregate
1.5
6520
9780.75
Steel reinforcement for R.C.Cwork including straightening,cutting, bending,placing in position and binding all complete up to plinth level
147.19
81
12050.45
Pavings of Bricks, sub classB, laid on edge in floor; laid in dry Modularsize bricks/Interlocking Tiles.
250
538
134650
Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion 1:3:6 in foundation and floors including supply of all material, labour and T&P etc, required for proper completion of the work . As per drawings and technical specification Clause 802,803,1202,&1203.of MORD Specification.- All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (Type C-2) : 6 graded stone aggregate 40 mm nominal size).
56.25
5862
329737.5
Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion 1:4:8 in foundation and floors including supply of all material, labour and T&P etc, required for proper completion of the work . As per drawings and technical specification Clause 802,803,1202,&1203.of MORD Specification.- All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Type D-2) : 8 graded stone aggregate 40 mm nominal size).
46.13
5483
252935.4
Random Rubble Stone Masonry laid in 1:6 cement and mortar, retaining wall, etc. including supply of all material,labour, T&P and royalties etc. complete as per drawing and technical specification Clauses 702,704,1202 & 1203 of MORD Specification.
79.48
4545
361277.13
RandomRubbleStoneMasonry laidDry, inbreastwalls, retainingwalls, etc. including supply of all material, labour, T&P and royaltiies etc.completeasper drawingand technical specificationsClauses702, 704,1202 & 1203 of MORD Specifiction
55.15
2736
150905.29
Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion 1:2:4 in foundation and floors including supply of all material, labour and T&P etc, required for proper completion of the work . As per drawings and technical specification Clause 802,803,1202,&1203..of MORD Specification.- All work up to plinth level : 1:2:4 (1 Cement : 2 coarse sand (Type B-2) : 4 graded stone aggregate 40 mm nominal size).
128
6477
829158.4
Excavation in foundation for retaining &breast wall in all types of soils and rocks including lead,, lift and disposal of surplus as per direction of engineer-in- charge.
2.88
179
515.81
R/R Stone Masonry laid in 1:6 C/S Mortar including supply of all kind of material,labour, T&P etc.
2.55
5399
13767.45
BrickMasonry laid in 1:6 C/S Mortar in super structer including supply of all kind of material,labour, T&P etc.
0.7
5400
3780
P.C.C 1:4:8 for Base with(20mm ballast) Footing Base
0.43
5483
2357.73
Frame Work to sides of concrete of Slab
2.2
495
1089.57
Nominal Mix 1:2:4 Rainforced cement concrete Slab
2.11
6520
13758.28
Steel reinforcement for R.C.Cwork including straightening,cutting, bending,placing in position and binding all complete up to plinth level.
252.46
81
20668.9
Wall/Collumn Plaster 10 mm thick Laid in 1:6 C/S mortar,including supply of all material, labour T&P and royalty etc. OutSide Wall (Short Wall)
17.6
189
3332.56
S/F of hollow Section (Rectangluar)(0.08x0.040) (Square)(0.04x0.04)
11.4
124
1414.85
Sheet for covering of gate frame including S/F
2
547
1095.72
S/F Iron Frame work Door as Per site(35x35x5)for gate frame.
76
117
8945.2
Snon-skid ceramic tiles 7 to 8mm thick (square/rectangular) area exceeding 0.06sqm but not exceding 0.11sqm, in flor etc. set and jointed in neat cement surry and pointed in white or coloured cement to match. (Floor)
2.2
1061
2335.74
Excavation in foundation for retaining &breast wall in all types of soils and rocks including lead,, lift and disposal of surplus as per direction of engineer-in- charge
0.73
179
130.74
R/R Stone Masonry laid in 1:6 C/S Mortar including supply of all kind of material,labour, T&P etc.
2.55
5399
13767.45
P.C.C 1:4:8 for Base with(20mm ballast) Footing Base
0.61
5483
3344.63
Support of Length of one hollow Section (Rectangluar)(0.07x0.07)(Rectangluar)(0.08x0.04)(Square)(0.04x0.04)
13.9
124
1725.13
S/F Iron Plate work Door as Per site(35x35x5)for gate frame. (Iron)
49.25
117
5796.73
Excavation in foundation for retaining &breast wall in all types of soils and rocks including lead,, lift and disposal of surplus as per direction of engineer-in- charge
1.26
179
225.67
R/R Stone Masonry laid in 1:6 C/S Mortar including supply of all kind of material,labour, T&P etc.
3.89
5399
21002.11
BrickMasonry laid in 1:6 C/S Mortar in super structer including supply of all kind of material,labour, T&P etc.
4.6
5400
24840
P.C.C 1:4:8 for Base with(20mm ballast) Footing Base
0.1
5483
548.31
Frame Work to sides of concrete of Slab
20.29
495
10048.83
Nominal Mix 1:2:4 Rainforced cement concrete Slab
2.5
6520
16301.28
Steel reinforcement for R.C.Cwork including straightening,cutting, bending,placing in position and binding all complete up to plinth level.
293.92
81
24063.23
Wall Plaster 10 mm thick Laid in 1:6 C/S mortar,including supply of all material, labour T&P and royalty etc.
51.54
189
9759.1
Roof Length of one hollow Section (Rectangluar)(0.08x0.040)(Square)(0.04x0.04)
7.71
124
956.89
Roof Sheet including S/F
8
547
4382.88
S/F Iron Frame work Door as Per site(35x35x5)
57.64
117
6784.23
White wasing can collour in new plaster surface,including supply of all material, labour T&P and royalty etc.
43.31
95
4114.45
PVC SWR pipes single socketed in any length with rubber ring joints, lai in floor 110mm bore of pipe S&F.
10
190
1900
Mild steel Tower Bolts, stove with bright bolt and fixed 150mmlength bolt m&l.
2
74
149.28
Butt hinged/single Action medium weight, cold rolled mild steel and 100mm size of hingesm&l.
6
88
532.02
Mild steel pressed handle.
2
54
109.4
W/C(Squatt pattern) s and f
1
1543
1543.5
Supply and fixing of Urinals
2
3407
6815.48
Snon-skid ceramic tiles 7 to 8mm thick (square/rectangular) area exceeding 0.06sqm but not exceding 0.11sqm, in flor etc. set and jointed in neat cement surry and pointed in white or coloured cement to match. (Floor)
10.66
1061
11317.72
Excavation in foundation for retaining &breast wall in all types of soils and rocks including lead,, lift and disposal of surplus as per direction of engineer-in- charge
31.75
179
5686.43
R/R Stone Masonry laid in 1:6 C/S Mortar including supply of all kind of material,labour, T&P etc. up to plinth level as per direction of Engineering chargeg.
20.74
5399
111975.26
P.C.C 1:4:8 for Base with(20mm ballast) Footing
7.27
5483
39862.14
Nominal Mix 1:2:4 plain cement concrete.
12.86
6520
83853.63
BrickMasonry laid in 1:6 C/S Mortar in super structer including supply of all kind of material,labour, T&P etc.
26.98
5400
145692
Wall Plaster 10 mm thick Laid in 1:6 C/S mortar,including supply of all material, labour T&P and royalty etc.
160.2
189
30333.87
White wasing can collour in new plaster surface,including supply of all material, labour T&P and royalty etc.
160.2
95
15219
RoofFrame In Hollow section
78.17
124
9701.68
Roof Sheet including S/F
84
547
46020.24
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