Forest Department Tender
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Forest Department - HFF Tender
Civil And Construction
Eprocure
Opening Date7 Feb 2024
Closing DateCancelled
Tender Amount₹ 42,60,647
Costs
EMD
₹ 42,606Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HFFN_999545_1Tender No
Forest/e-Tender Notice 10/2023-24Tender Authority
Forest Department ViewPurchaser Address
-Website
http://mahatenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Providing and fixing welded mesh fabric for gunting of mesh size 75 mm X 75 MM with 10 Guage i.g. 3.25 mm tthick including scaffolding ect complete
415.8
486652
1170.4
Gabion Structure Part-II
Exacavatin of Nalla in hard Murum
101.48
23353
230.13
Collection of Stone boulder and constuction of Gabion Sturcture
137.66
88917
645.92
Lead for stone boulder 8/10
137.66
36635
266.13
Providing and fixing welded mesh fabric for gunting of mesh size 75 mm X 75 MM with 10 Guage i.g. 3.25 mm tthick including scaffolding ect complete
415.8
486652
1170.4
Gabion Structure Part-III
Exacavatin of Nalla in hard Murum
101.48
23353
230.13
Collection of Stone boulder and constuction of Gabion Sturcture
137.66
88917
645.92
Lead for stone boulder 8/10
137.66
36635
266.13
Providing and fixing welded mesh fabric for gunting of mesh size 75 mm X 75 MM with 10 Guage i.g. 3.25 mm tthick including scaffolding ect complete
415.8
486652
1170.4
CCT-10 Ha
Survey & demarketion of cct Allignment of cct, Total 7570 RMT, continiu 20 MTR CCT, Gaping 3.00 MTR. For 1.25 MD. Per hac and M&S 100.00 Rs Exacavation of CCT folling formation 0.60 MTR. Width 0.30 MTR Depth, Horizatal line 20 MTR. Contunious & line Gap 6.00 MTR. Total CCT 1514 MTR. Per hac. 10% in soft murum=1514X0.60X0.30=272.50 =272.50@10%=
27.25X112.21=3057.72 90% in hard murum=1514X0.60X0.30=272.50 =272.50@90%=245.25X156.98=38499.35 Total Amount 41.557.07 Ghaipat purches or collectionof ghaipat & planting ghaipal to Gallyping inside exacavated material Seed purches or collection of seed karanj khair kadunim (For 100 MTR 1.00 KG) & Sowing seed karanj khair kadunim (0.0025 MD Per RMT)
1674.98
782533
467.19
M.N.B. Part-I
Exacvation in all kind of soils & soft murum including boulder upto 0.60M DIA
841.48
34988
41.58
Exacavation in hard murum including boulder upto 0.60M DIA
1329.78
71528
53.79
Exacavation in soft rock without blasting including boulder upto 0.60M DIA
184.6
12914
69.96
Lift for exacavated Material 12/1
600
45534
75.89
Lift for exacavated Material 12/2
402.19
43919
109.2
Lift for exacavated Material 12/3
60.94
9563
156.93
Providing casing embankment using selected priviou material available directly from exacavation in layers including cost of material machinary labour all other opration such as collecion of material, Spreading material in layer sorting our breking clod levelling, side cutting watering ETC.
1925.29
161801
84.04
Providing constructiong 300 MM thick dry rubble stone pitching
284.94
94611
332.04
lead for stone 5 KM.
85.48
48957
572.74
M.N.B. Part-II
Exacvation in all kind of soils & soft murum including boulder upto 0.60M DIA
841.48
34988
41.58
Exacavation in hard murum including boulder upto 0.60M DIA
1329.78
71528
53.79
Exacavation in soft rock without blasting including boulder upto 0.60M DIA
184.6
12914
69.96
Lift for exacavated Material 12/1
600
45534
75.89
Lift for exacavated Material 12/2
402.19
43919
109.2
Lift for exacavated Material 12/3
60.94
9563
156.93
Providing casing embankment using selected priviou material available directly from exacavation in layers including cost of material machinary labour all other opration such as collecion of material, Spreading material in layer sorting our breking clod levelling, side cutting watering ETC.
1925.29
161801
84.04
Providing constructiong 300 MM thick dry rubble stone pitching
284.94
94611
332.04
lead for stone 5 KM.
85.48
48957
572.74
M.N.B. Part-III
Exacvation in all kind of soils & soft murum including boulder upto 0.60M DIA
841.48
34988
41.58
Exacavation in hard murum including boulder upto 0.60M DIA
1329.78
71528
53.79
Exacavation in soft rock without blasting including boulder upto 0.60M DIA
184.6
12914
69.96
Lift for exacavated Material 12/1
600
45534
75.89
Lift for exacavated Material 12/2
402.19
43919
109.2
Lift for exacavated Material 12/3
60.94
9563
156.93
Providing casing embankment using selected priviou material available directly from exacavation in layers including cost of material machinary labour all other opration such as collecion of material, Spreading material in layer sorting our breking clod levelling, side cutting watering ETC.
1925.24
161797
84.04
Providing constructiong 300 MM thick dry rubble stone pitching
284.89
94594
332.04
lead for stone 5 KM.
85.48
48957
572.74
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