Forest Department Tender
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Costs
EMD
₹ 23,380Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_FORES_434297_8Tender No
DCF BUNDI NIT-11/2024-25Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in
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Documents
BOQ Items
Layout for excavation of /staggerd trench/continuous contour trench
10000
-
6300
Stone wall fencing 1.20m high. 0.80m at base and 0.60 at top 800rmt manually
672
383
257490.24
Ditch fencing 1.20 m deep, 1.50 m. wide at top and 0.90 m. wide at botam including dressing and laying excavated soil in continuos mound and dressing of mound(Volume per running meter= 1.44 cum)machenically
-
-
-
In hard soil having more than 50% boulders 1500 running meter.
2160
93
201506.4
Digging of contour trenches size (0.45mx0.45m) and separating stones from dugup soil and making mounds of the soil. 10000 Rmt.
-
-
-
Hard soil between 10-30% boulders 4000 running meter. Manually
810
170
137934.9
Hard soil between 30-50% boulders 4000 running meter. Manually
810
215
174846.6
In hard muram compact clayey soil. 2000 running meter. Manually
405
237
96134.85
Digging of pits size (0.45x.0.45x0.45) or (0.50+0.40)/2 X (0.50+0.40)/2 x 0.45cum) Manually. 10000 pits
-
-
-
Hard soil between 10-30% boulders
1000
15
15930
Hard soil between 30-50% boulders
3000
21
63660
In hard compact clayey soil
1000
23
23810
Construction of inspection paths
-
-
-
3 meter wide path for vehicals in hilly areas
1500
22
33600
Making of cresent shaped thanwala having 45 cm radious around natural plant (in hilly area)
1000
8
8010
Prunning/Branch cutting (cutting of branches in lower 1/3 of the plant upto 2 meter Ht.
1000
1
1940
Prunning/Branch cutting (cutting of branches in lower 1/3 of the plant 2-4 meter
1000
2
2980
Soil work and Moisture conservation measures like check dam, Nadies, earthen Bunds etc.machenically
-
-
-
Site clearance including cutting of grasses shrubs & bushes for bunding key lines. Vagetative fencing and other. Such works. 60 m x20 m =1200 sqm (nadis No. = 1)
1200
3
4788
Earth work for bunds and embankment in hard or moist soil, wite the help of tractor attched with scraer including layer of 15 cm breaking of clods, sorting of grasses, pebbles etc. and dressing in reqired profile when compected manually within initial lead of 30m and lift 1.5 m rate for tractor (35 40 hp)with POL & scrapper 800 cum
800
100
80320
Compaction of Earth or highy weathered strata. (A) By mannualy 800 cum
800
24
19200
Construction of waste weir ,Nalla 25 cum
25
93
2332.25
Pillar of Gate & Gate, board
-
-
-
uho [kqnkbZ dk;Z&2x0.75x0.75x0.75m=0.843 cum
0.84
272
229.3
. uho HkjkbZ dk;Z&2x0.75x0.75x0.75m=0.843 cum
0.84
2838
2392.43
Super structurefpukbZdk;Z ¼1-6½2x0.60x0.60x1.65m=1.188 cum
1.18
3639
4294.02
IykLVjdk;Z&8x0.60x1.65m=7.92sqm 2x0.60x0.60m=0.72sqm TOTAL=8.64sqm
8.64
227
1961.28
contruction of cattleguard hut
-
-
-
ifV~V;ks ds fiYyjxkMusgsrquho [kqnkbZ&
4x0.45x0.45x0.75m=0.6075 cum
0.61
272
165.24
fiYyj ds [kM~Mksesalh-lh- Hkjuk&1-2-4 4 x 0.45x0.45x0.75m=0.6075 cum
0.61
4624
2809.08
Stone slab roofing on ground floor with fine grained stone slab from approved quarry including filling of joints of papapet and slab on both side in cement sand mortar1.4 with ceiling pointing in cement sand mortar1.3 completeas per specification and instruction of engineer in charge.3x2.50m=7.50 sqm
7.5
1648
12360
iV~Vh fiYYkj [kjhnuk&6x3.15x0.30=5.67 sqm
5.67
800
4536
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