Forest Department Tender
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Costs
EMD
₹ 43,600Document Cost
₹ 500Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_FORES_434297_14Bid Award Id
ViewTender No
DCF BUNDI NIT-11/2024-25Tender Authority
Forest Department ViewPurchaser Address
-Website
http://https://forest.rajasthan.gov.in
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BOQ Items
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Layout for excavation of /staggerd trench/continuous contour trench
20000
-
12600
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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
-
-
-
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In hard soil between 30-50% boulders 300 running meter.
432
70
30335.04
... More
in hard muram/kankar/compact cleyey soil 800 running meter.
1152
75
86630.4
... More
In hard soil having more than 50% boulders 2300 running meter.
3312
93
308976.48
... More
Digging of stagggered contour trenches size (0.45mx0.45m) and separating stones from dugup soil and making mounds of the soil. 20000 Rmt.
-
-
-
... More
Hard soil between 10-30% boulders 3000 running meter. Manually
607.5
170
103451.18
... More
Hard soil between 30-50% boulders 7000 running meter. Manually
1417.5
215
305981.55
... More
In hard muram compact clayey soil. 10000 running meter. Manually
2025
237
480674.25
... More
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
-
-
-
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Hard soil between 10-30% boulders
1000
15
15930
... More
Hard soil between 30-50% boulders
2000
21
42440
... More
In hard compact clayey soil
7000
23
166670
... More
Construction of inspection paths
-
-
-
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3 meter wide path for vehicals in hilly areas
3200
22
71680
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Making of cresent shaped thanwala having 45 cm radious around natural plant (in hilly area)
2000
8
16020
... More
Prunning/Branch cutting (cutting of branches in lower 1/3 of the plant upto 2 meter Ht.
1500
1
2910
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Prunning/Branch cutting (cutting of branches in lower 1/3 of the plant 2-4 meter
2000
2
5960
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Soil work and Moisture conservation measures like check dam, Nadies, earthen Bunds etc. machenically
-
-
-
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Site clearance including cutting of grasses shrubs & bushes for bunding key lines. Vagetative fencing and other. Such works. 300 m x20 m =6000 sqm (nadis No. = 5 )
6000
3
23940
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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 3500 cum
3500
100
351400
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Compaction of Earth or highy weathered strata. (A) By mannualy 3500 cum
3500
24
84000
... More
Construction of waste weir ,Nalla 250 cum
250
93
23322.5
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Pillar of Gate & Gate, board
-
-
-
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uho [kqnkbZ dk;Z&2x0.75x0.75x0.75m=0.843 cum
0.84
272
229.3
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. uho HkjkbZ dk;Z&2x0.75x0.75x0.75m=0.843 cum
0.84
2838
2392.43
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Super structurefpukbZdk;Z ¼1-6½2x0.60x0.60x1.65m=1.188 cum
1.18
3639
4294.02
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IykLVjdk;Z&8x0.60x1.65m=7.92sqm 2x0.60x0.60m=0.72sqm TOTAL=8.64sqm
8.64
227
1961.28
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contruction of cattleguard hut
-
-
-
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ifV~V;ks ds fiYyjxkMusgsrquho [kqnkbZ&
4x0.45x0.45x0.75m=0.6075 cum
0.61
272
165.24
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fiYyj ds [kM~Mksesalh-lh- Hkjuk&1-2-4 4 x 0.45x0.45x0.75m=0.6075 cum
0.61
4624
2809.08
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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
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iV~Vh fiYYkj [kjhnuk&6x3.15x0.30=5.67 sqm
5.67
800
4536
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