Watershed Development And Soil Conservation Department Tender
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Costs
EMD
₹ 1,08,729Document Cost
₹ 1,000Tender Fee
₹ 1,000
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
2025_WDSC_462965_3Tender No
NIT 02/2025-26Tender Authority
Watershed Development And Soil Conservation Department ViewPurchaser Address
-Website
http://https://www.karnataka.gov.in/watershed/Pages/home.aspx
GEM & Bid Advisory Services
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Documents
BOQ Items
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Depth 12 - 13.50 MT
120
984
118171.2
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Depth 13.50 - 15 MT
240
1138
273256.8
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Depth 15 - 16.50 MT
120
1292
155085.6
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Dewatering by 5 - 7.50 HP Diesel Pump set
60
350
21000
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PER DAY- 8 hours
480
100
48000
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iqjkus IykLrj (Lime or Cement) dks rksM+uk] tksM+ksa dks dqjsnuk rFkk lrg dks lkQ djukA
2100
37
79002
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lhesUV dUØhV 1 lhesUV % 2 ctjh % 4 ,XkzhxsV vuqikr esa iRFkj dh 12 fe-eh- ukHkh; eki dh ,XkzhxsV ds lkFk Mkyuk] dwVuk rFkk rjkbZ vkfn lfgrA
71
4520
320986.03
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uhao rFkk dqlhZ esa iRFkj dh csj)k&ksdk lhesUV&ctjh elkys esa e; cxy dh fjh cUn djuk rFkk rjkbZ vkfn lfgrA 1%4 elkys esaA vfrfjDr tksM+us ;ksX; jkf’k] vf/kjpuk fpukbZ] dqlhZ rFkk 4-50 ehVj Å¡pkbZ rd 30 lseh ls vf/kd eksVkbZ ds fy;sA
108
3520
380255.04
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lhesUV IykLrj nhokj ij 1%4 vuqikr esa ctjh lhesUV feykdj tksM+ksa dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZ lfgrA 25 fe-eh- eksVkbZ esa ¼dsoy tyjks/kh lajpukvksa ds mi;ksx gsrq½
2400
283
679824
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iRFkj dh jQ rjklh ngy] nklk rFkk dksfiax dks lhesUV elkyk 1%4 esa yxkuk rFkk vkiwfrZ djukA 50 ls 75 fe-eh- eksVkbZA
126
1476
185982.3
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fxzy@xsV vkfn esa yksgs dk dk;Z ftlesa likV dksfu;k] Vh rFkk ukyhnkj ¼psuy½] dks dkVuk] p+kuk rFkk yxkuk vkfnA
7400
91
673622
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bukfey isUV dk ysi djuk] 3 rg esa rkfd bdlkj vkHkk gks tk;sA (To give even shade) u;s dk;Z@iqjkus dk;Z ijA
720
116
83635.2
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jax lQsnh dk dk;Z] 3 rg esa rkfd bdlkj vkHkk gks tk;sA (To give even shade) u;s dk;Z@iqjkus dk;Z ijA
2400
25
61512
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lhesUV daØhV 1%3%6 esa 40 eh-eh- Ø’kj czksdu iRFkj dh fxV~Vh ds LFkku ij gkFk ls VwVh gqbZ jksMh ds mi;ksx djus ij ogh ek=k ns; gksxh ijUrq nj esa 30 çfr’kr dh dVkSrh dh tkosxhA
72.15
3651
263464.38
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80 eh-eh- eksVkbZ esa edge block ds vUrxZr lhesUV daØhV 1%1-5%3 ls cuk gqvk vFkok iRFkj dk CykWd ftldh eksVkbZ 20 lseh] Å¡pkbZ 40 lseh gksxh o CykWd ds VkWi dh /kkj xksykbZ esa dh tkosxhA CykWd ds LFkku ij blh uke dk eksds ij fu;fer CykWd Hkh Lohdk;Z gksxkA eksds ij edge block ugha yxkus dh fLFkfr esa Áfr jfjax eh- 0-80 ?k-eh- lhesUV daØhV dh nj ls dVkSrh dh tkosA
587.5
888
522234.63
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lhesUV daØhV lM+d dh Åij dh lrg ij daVªksyM daØhV feykuk] Mkyuk rFkk fufMy rFkk lrgh dEiu e’khu ¼okbczsVj½ pykuk rFkk u f[kldus okyh lrg ds fy;s] pkgs x;s xzsM dsEcj rFkk lqij ,fyos’ku esa rS;kj djuk 1%2%4 esaA
10.89
4520
49232.93
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Construction of tube well after completion of drilling by rotary/percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1:1991 and IS:2800 Part II : 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. 200 mm dia nominal bore.
90
1083
97470
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Supply of ERW M.S. Black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 4270-2001 200 mm dia nominal bore 5.40 mm thick , mass of tube 28.46 kg/ mtr.
20
2630
52600
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Labour charges for making slots on blank pipe made of ERW MS black pipe slotting should be as per code IS 8110-1985
20
273
5460
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Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings
1
339
339
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uhoa] [kkbZ] ijukyk esa 1-50 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feV~Vh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA
87.32
178
15583.13
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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm dia
150
270
40500
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P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia
100
188
18800
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Cement concrete well mixed in cement mortar (1:4:8 ) laid in position complete including curing. Aggregate size up to 20 mm.
0.81
3703
2989.04
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Cement concrete well mixed in cement mortar (1:3:6) laid in position complete including curing. Aggregate size up to 20 mm.
11.64
3783
44055.25
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uhao rFkk dqlhZ ÁFke Js.kh b±V dh fpukbZ lhesUV&ctjh 1%6 ;k 1%8 elkys esa] e; cxy dh fjh cUn djus rFkk rjkbZ lfgrA lhesUV 1%6 elkys esaA
8.17
4146
33879.44
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Cement plaster including smooth finishing in cement mortar (1:4) 25 mm thick
20.27
283
5741.68
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Centering & Shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of form work for foundation in basements rafts, footings, strap beams, bases of columns, etc. upto plinth level.
20.57
237
4894.22
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lhesUV] daØhV 1%2%4@1%1-5%3 feJ.k dh çofyr lhesUV daØhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh Lysc] NTts che] fyaVy vkfn esa] nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesUV elkys ls lery djuk vkfn lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx lsA
1.41
5400
7614.37
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Providing & fabricating steel reinforcement for R.C.C. work including cutting , bending, placing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of columns etc. all complete up o floor three level
141.09
85
12030.74
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Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids.
-
-
-
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Size 9 to 12 mm, (22/7) × 1.5 × 1.5 × 0.70 mtr.
4.95
1815
8984.25
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Size 3 to 5 mm, (22/7) × 1.5 × 1.5 × 0.70 mtr.
4.95
2662
13176.9
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P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
-
-
-
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Bend 87.5, 110 mm dia
20
89
1780
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Pipe clip 110 mm
70
37
2590
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Door Tee 110 mm
15
131
1965
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Coupler 110mm
30
75
2250
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Reducer 110 mm
10
80
800
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Main hole cover gate
1
3000
3000
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Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade :
40.54
116
4709.47
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Board (Iron Plate 3×4 Feet with Post, Fixing in CC)
1
3500
3500
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150 CM high fencing of Precast RC Post of 15cm×15 cm tapered to 10×10 cm at top Placed at every 3 mtr. apart 30 cm in ground embedded in cement concrete 1:3:6 (30×30×45 cm) corner and every 10th post to be sturred with same RC post Provided with 6 horizontal lines and 2 diagonals of Black Barbed Wire between the 2 post Fitted and fixed with GI stapes including earth work in Excavation etc. complete inclusive of dewatering whenever required.
400
320
128000
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Add for using GI barbed wire instead of black Barbed.
400
16
6400
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bukfey isUV dk ysi djuk] 3 rg esa rkfd bdlkj vkHkk gks tk;sA (To give even shade) u;s dk;Z@iqjkus dk;Z ijA
50
116
5808
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ikS/kjksi.k dk;Z ¼çFke o"kZ½
-
-
-
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taxy dh lQkbZ] lk/kkj.k ouLifr rFkk kfM+;ksa dks dkVus lfgrA
5000
3
18000
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45×45×45 lseh eki ds xM~Ms djukA dBksj feV~Vh
300
14
4299
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Supply of Fertilizer (SSP) Rate/50 kg
3
396
1188
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Supply of Fertilizer (DAP) Rate/50 kg, Rate Rs. 1500/ bag
2
1500
3000
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Supply of Insectiside (Cholorophyriphos)
2
430
860
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Treatment of pit soil with insecticide
300
-
126
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Application of urea/other fertilizers to plant
300
-
90
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Supply of dry manure including loading unloading transportation and staking at site. Goat dungmanure
7.5
1200
9000
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Filling of pits by gypsum and farm yard manuare in usar soil after mixing them (cost of gypsum and FYM are excluded)
300
1
471
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Ñf"k okfudh@Nk;knkj@Qynkj ikS/ks lIykbZ djukA U;wure 3 QhV Å¡pkbZ dsA (Including 20% wastage)
360
50
18000
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Transportation of plants from nursery to plantation site by mechanical means upto 60 KM including loading and unloading.
360
10
3600
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Transportation of plants from nursery to plantation site upto 1 KM headload which does not require loading and unloading
360
1
363.6
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ikS/k jksi.k djukA lkekU; tehu
300
6
1881
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de ls de 50 lseh v)ZO;kl dk Fkkoyk cukukA
300
3
1110
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15 lseh xgjkbZ rd rFkk 45 lseh v)ZO;kl rd ikS/kksa dh fujkbZ xqM+kbZ djukA
300
2
768
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Watering of Plants by available plants 15 Ltr./Plant
300
3
1110
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ikS/kjksi.k dk;Z ¼f}rh; o"kZ½
-
-
-
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45×45×45 lseh eki ds xM~Ms djukA dBksj feV~Vh
60
14
859.8
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de ls de 50 lseh v)ZO;kl dk Fkkoyk cukukA
300
3
1110
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15 lseh xgjkbZ rd rFkk 45 lseh v)ZO;kl rd ikS/kksa dh fujkbZ xqM+kbZ djukA
300
2
768
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Application of urea/other fertilizers to plant (adding application of insecticide, pesticide etc.)
2
430
860
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Supply of Fertilizer (SSP) Rate/50 kg
3
396
1188
... More
Supply of Fertilizer (DAP) Rate/50 kg, Rate Rs. 1500/ bag
2
1500
3000
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Supply of Insectiside (Cholorophyriphos)
1.2
430
516
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Supply of insecticide (Rogor)
2
370
740
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Ñf"k okfudh@Nk;knkj@Qynkj ikS/ks lIykbZ djukA U;wure 3 QhV Å¡pkbZ dsA (Including 20% wastage)
60
50
3000
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ikS/k jksi.k djukA lkekU; tehu
60
6
376.2
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Boundary Wall Gate / Sitting Stands / Face Wall
-
-
-
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uhoa] [kkbZ] ijukyk esa 1-50 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feV~Vh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA
71.82
178
12817
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lhesUV daØhV uhao ;k Q’kZ esa 40 eh-eh- ukHkh; eki dh iRFkj fxV~Vh ¼Ø’kj czksdu½@b±V fxV~Vh] lhesUV&jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxV~Vh vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA
12.2
3565
43513.61
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R/R Stone Masonery in CM (1:6)
3.53
2982
10529.04
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Brick Masonery in CM (1:6) in Super Structures
5.54
4496
24912.33
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fxzy@xsV vkfn esa yksgs dk dk;Z ftlesa likV dksfu;k] Vh rFkk ukyhnkj ¼psuy½] dks dkVuk] p+kuk rFkk yxkuk vkfnA
150
91
13654.5
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50 fe-eh- eksVkbZ esa lhesUV daØhV 1%2%4 feJ.k ftlesa 1 lhesUV % 2 ctjh % 4 iRFkj dh ;k b±V dh 12 eh- ukHkh; fxV~Vh ds lkFk feykdj Mkyuk] dwVuk] nckuk rFkk rjkbZ vkfn lfgrA
22.92
374
8587.89
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bukfey isUV dk ysi djuk] 3 rg esa rkfd bdlkj vkHkk gks tk;sA u;s dk;Z ij le ljQsl cukukA
39.6
116
4599.94
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iRFkj dh jQ rjklh ngy] nklk rFkk dksfiax dks lhesUV elkyk 1%4 esa yxkuk rFkk vkiwfrZ djukA 75 ls 100 fe-eh- eksVkbZA
15
1529
22948.05
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lhesUV IykLrj nhokj ij 1%6 vuqikr esa lhesUV&ctjh feykdj tksM+us dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZ lesrA 20 eh-eh-
68
173
11815.68
... More
lhesUV] daØhV 1%4%8 (i) 40 ,e,e Ø’kj czksdu iRFkj dh fxV~Vh ds LFkku ij gkFk ls VwVh gqbZ jksM+h ds mi;ksx djus ij ogh ek=k ns; gksxh ijUrq fxV~Vh dh nj esa 30% dh dVkSrh dh tkosxhA (ii) Vibrator and Mixure dk mi;ksx ugha djus ij 3% dh dVkSrh dh tkosA
55.8
3651
203760.4
... More
lhesUV dUØhV 1 lhesUV % 2 ctjh % 4 ,XkzhxsV vuqikr esa iRFkj dh 12 fe-eh- ukHkh; eki dh ,XkzhxsV ds lkFk Mkyuk] dwVuk rFkk rjkbZ vkfn lfgrA
60.3
4520
272612.08
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vkj-lh-lh- dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk rFkk cka/kus dk dk;Z e; vkiwfrZ dsA
800
85
68216
... More
taxy dh lQkbZ] lk/kkj.k ouLifr rFkk kfM+;ksa dks dkVus lfgrA
15000
3
54000
... More
lsUVfjax 'kVfjax ¼r[rk ,oa qykcanh½ dk vkj-lh-lh- Nr] Lysc] NTts] fyUVy] fjVsfuax okWy vkfn Mkyus ds fy;s yxkuk 4-5 ehVj Å¡pkbZ rd ds fy;s rFkk gVkuk vkfn fo'ks"k fooj.k ds vuqlkj 'kVfjax LVhyA
180
237
42827.4
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15 ls 30 lseh eksVs gFkksM+s ls rjkls gq, ,dy iRFkj dh fifpax leLr mBku ds lkFk] vkiwfrZ ds lkFkA
48.3
1359
65652.26
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Dosjh jfo’k ¼1@6 okbM~l dkVsa½
78.75
350
27562.5
... More
Supplying and Fixing of ready made cement concrete colorful sitting benches etc complete work
8
4000
32000
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