Watershed Development And Soil Conservation Department Tender
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Costs
EMD
₹ 62,679Document 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
2022_WDSC_263317_1Bid Award Id
ViewTender No
NIT No. 28/2021-22 EE WDSC DeogarhTender Authority
Watershed Development And Soil Conservation Department ViewPurchaser Address
-Website
http://https://www.karnataka.gov.in/watershed/Pages/home.aspx
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Documents
BOQ Items
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lw[ks iRFkj ds psd Mse fuekZ.k
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नीव, खाई,परनाला में 1.5 गहराई तक मिट्टी की खुदाई करना , तल को कूटना , पानी डालना, बगल को संवारना , खुदी मिट्टी को बाहर निकालना, नीव भरने के बाद खाली स्थानों को पुन: मिट्टी से भरना तथा बची हुई मिटटी को 50 मीटर की दूरी तक निस्तारण करना
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उपलब्ध पत्थर से सूखी चिनाई की फेन्सिंग दीवार बनाना ।
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iRFkj dh nhokj dh lrg ij feV~Vh dh 3 ls-eh- vFkok vf/kd eksVh ijr tekuk
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-
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lh- lh- Vh- dk;Z
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-
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2-5 ls 5-0 lseh xgjkbZ dk Mkxcsfyax dk;ZA
5200
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0.9
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Continuous Contour Trenches (CCT Work) Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (after deduction 10% of wrd rate)
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(A)Hard soil mixed with kanker/boulders, morrum taken 70% of total quantity
990.99
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78.3
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(B)Soft/Disintergrated rock taken 30% of total quantity
424.71
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106.2
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lh- lh- Vh- dk;Z ij XokjikVk yxkus dk dk;Z
-
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-
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XokjikVk Aloevera ds f'k'kq ikS/ks fudkyuk ,oa ,df=r djuk
3467
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141.43
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LFkkuh; qykbZ ¼flj cks½ XokjikVk @jke ckal ds f'k'kq ikS/ks 1 ,d fdeh- nqjh rd
3467
-
106.5
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izfr vfrfjDr fdeh- gsrq ¼ 4 fdeh-½
13868
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34.93
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XokjikVk @ jkeckal ds ikS/kksa dks [kksnh xbZ VsUpksa ij jksfir djuk ,oa jksfir djrs le; ikuh fiykuk
3467
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460.94
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XokjikVk @ jkeckal ds f'k'kq ikS/kksa dk ifjogu
4
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1922
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cuk;s x;s fjt ij 3 ykbu¨a esa cht cqokbZA
10400
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0.99
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/kkl cht lIykbZ djukA
104
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75
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ikS/kkjksi.k
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-
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m?kkfudh ikS/kkss (Including 10 % Wastage)
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okfudh ikS/kkss (Including 10 % Wastage)
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Total Plants
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-
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Qynkj ikS/kksa ds fy, e'khu }kjk 1.0x1.0x1.0 eh- eki ds xs [kqnkbZ djus dk dk;Z
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(A)Hard soil mixed with kanker/boulders, morrum taken 80% of total quantity (WRD 2020 Item no. 1c page 12)
3120
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78.3
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(B)Soft/Disintergrated rock taken 20% of total quantity (WRD 2020 Item no. 2 a page 13)
780
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106.2
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45 X 45 X 45 ls-eh- eki ds x~s djukA
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-
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lk/kkj.k feêh esa
52
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10.18
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dBksj feêh esa
156
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11.31
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dadj@eqje feêh esa
312
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22.4
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taxykrh ikS/ks lIykbZ djukA (Including 10 % Wastage) ( plants height 5ft to 8 ft in big polythene)
572
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40
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2nd Year(Considering 20 % for gap filling)(Including 10 % Wastage)
104
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40
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3rd Year(Considering 10 % for gap filling)(Including 10 % Wastage)
52
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40
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Qynkj ikS/ks lIykbZ djukA (Including 10 % Wastage) ( plants height 5ft to 8 ft in big polythene)
4290
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80
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2nd Year(Considering 20 % for gap filling)(Including 10 % Wastage)
780
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80
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3rd Year(Considering 20 % for gap filling)(Including 10 % Wastage)
390
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80
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[kMMs+ dk dhVuk'kdnok ls mipkj djuk A
6188
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0.91
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Supply of insecticides & pesticides at store in dust/ liquid form complete.
Cholorophyriphos
12.38
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381.78
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ikS/kksa dk jlk;fud [kkn ls mipkj djukA
12376
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0.58
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ikS/k'kkyk ls o`{kkjksi.k LFky rd ikS/kksa dh qykbZ dk Vªd dk fdjk;k A
2
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4305
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Vªd VªsDVj okgu ls ikS/kksa dh HkjkbZ ,oa [kkyh djkbZA 12 lseh xq.kk 30 lseh
6188
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0.65
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o`{kkjksi.k {kS= esa ikS/kksa dh LFkkuh; qykbZ ¼1 fdeh nwjh rd½ iksyh csx lkbZt 12 lseh ls 30 lseh
6188
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1.1
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iks/kk jksi.k djukA
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-
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¼v½ iFkjhyh tehu esa
2210
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6.08
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¼c½ lkekU; tehu esa
2210
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4.95
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2nd Year(Considering 20 % for gap filling)(Including 10 % Wastage)
884
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4.95
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3rd Year(Considering 20 % for gap filling)(Including 10 % Wastage)
442
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4.95
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iks/kksas dks miyC/k ikuh fiykukA 15 yh- izfr ikS/kkA
26520
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2.92
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de ls de 50 ls- eh- v)ZO;kl dk Fkkoyk cukukA
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-
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1st Year(in a year 1 time in other period )
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-
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¼v½ iFkjhyh tehu esa
2210
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4.05
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¼c½ lkekU; tehu esa
2210
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2.92
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15 ls-eh- xgjkbZ rd rFkk 45 ls- eh- v)ZO;kl rd ikS/kksa dh fujkbZ xqMkbZ djukA
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-
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in a year 2 time in other period ) up tp 2 yrs
17680
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2.02
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o`{kkjksi.k {kS= esa Vªd@ VªsDVj VªkSyh vknh ys tkus gsrq dPpk iFk rS;kj djuk ¼ 6 eh pkSM+kbZ ½
300
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656.47
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पौधों को उपलब्ध पानी पिलाना एवं देखभाल के लिये चौकिदार रखना
1800
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221
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मैन गैट हेतु दो पिलर निर्माण कार्य
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नीव, खाई,परनाला में 1.5 गहराई तक मिट्टी की खुदाई करना , तल को कूटना , पानी डालना, बगल को संवारना , खुदी मिट्टी को बाहर निकालना, नीव भरने के बाद खाली स्थानों को पुन: मिट्टी से भरना तथा बची हुई मिटटी को 50 मीटर की दूरी तक निस्तारण करना
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सख्त, चिकनी,कंकर मिट्टी में
6.21
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140.9
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सीमेन्ट कांक्रिट नींव या फर्श में 40 मि.मी. नामीय माप की पत्थर गिट्टी(crusher broken)/ईट मिटटी , सीमेन्ट- रेत मसाला में 1 सिमेन्ट : 4 रेत : 8 गिट्टी अनुपात में डालना तथा कुटाई करना , तराई समेत ।
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पत्थर की गिट्टी
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Entering Slop both side
7.88
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3101.05
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नींव तथा कुर्सी में पत्थर की वे रद्धा-ढोका सीमेंट-बजरी मसाले में, मय बगल की झिरी बन्द करना तथा तराई आदि सहित।
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सीमेंट बजरी 1:6
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In foundation
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Pilers
5.41
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2719.68
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सीमेंट प्लास्टर दीवार पर 1:6 अनुपात में सीमेंट-बजरी मिलाकर जोड़ों को कुरेदने तथा 14 दिन तक नियमित तराई समेत।
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-
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25 मिमी
26.32
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226.28
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50 मिमी मोटाई में सीमेंट कंक्रीट 1:2:4 मिश्रण जिसमें 1 सीमेंट 2 बजरी 4 पत्थर की या ईंट की 12 मी. नामीय गिट्टी के साथ मिलाकर डालना, कूटना, दबाना तथा तराई आदि सहित।
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-
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पत्थर की गिट्टी
7.39
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338.56
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pkjkxkg nks मैन गैट निर्माण कार्य e; ifjogu ,oa yxkuk
500
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54
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Watchmen Hut
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-
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uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA l[r] fpduh] dadj feêh esa
11.47
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140.9
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lhesUV dkaØhV uhao ;k QeZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh ¼Crusher Broken½@ bZV dh fxÍh lhesUV&jsr elkyk] 1 lhesUV % 4 jsr % 8 fxÍh vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA iRFkj dh fxêh ds lkFk
1.91
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3101.05
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uhao rFkk dqlhZ es iRFkj dh os j)k&+ksdk fpukbZ lhesaV&ctjh 1 % 6 elkys es] e; cxy dh fjh cUn djuk rFkk rjkbZ vkfnA
11.15
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2719.68
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uhao rFkk dqlhZ es iRFkj dh os j)k&+ksdk fpukbZ lhesaV&ctjh 1 % 6 elkys es] e; cxy dh fjh cUn djuk rFkk rjkbZ vkfnA
13.26
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2991.73
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नींव तथा कुर्सी प्रथम श्रेणी ईंट की चिनाई सीमेन्ट -बजरी 1:6 या 1:8 मसाले में, मय बगल की झिरी बन्द करने तथा तराई सहित। 1%6 lhesaV elkyk
2.04
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4332.86
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Q'kZ ds uhps lw[ks iRFkjksa dk [kjatk yxkuk o vkiwfrZ djuk 15 lseh eksVkbZ
8.83
-
306.27
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lsUVfjax&'kVfjax dk vkj-lh-lh- Nr] Lysc] che] NTts] fyUVy vkfn Mkyus ds fy, yxkuk 4-5 ehVj ÅapkbZ rd ds fy, rFkk gVkuk vkfn fo'ks"k fooj.k ds vuqlkjA
11.62
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324.45
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vk-lh-lh dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk rFkk cka/kus dk dk;Z e; vkiwfÙkZ dsA
270.4
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64.93
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अव्वल दर्जे की पत्थर की पट्टियों की छत डालना, उपर तथा नीचे से जोड़ों में पत्थर की चाप के साथ 1:4 अनुपात में सीमेंट मसाले से भरना
4.55
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1693.09
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lhesaV dkØhaV 1%1-5%3 feJ.k dh izofyr lhesaV dkØhaV esa Mkyuk rFkk vkiwfÙkZ djuk] Nr dh Lysc] NTts] che] fyVay vkfn esa] nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesaV elkys ls lery djuk vkfn lesar ijUrq LVªhy rFkk 'kVfjax dh dher vyx lsA
1.81
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4944.97
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20 fe-eh- eksVkbZ esa 1%4 lhesaV ctjh elkys ds mij ikWfy'k dksVk Lvksu Q'kZ] LdfVax dk yxkuk o f?klkbZ ( U;qure 3 ckj ) rFkk tksM+ks dks lhesaV ds ?kksy ls Hkj dj tkssM+uk vkfn A 2300 oxZ lseh ls vf/kd
1.42
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1031.29
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lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 20 eh- eh-
106.05
-
149.5
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22 गेज की सादा जी.आई. चद्दर की बनी खिड़की जिसमें समस्त चौखट फ्रेम 25 X 25 X 3 मिमी की कोनिया लोहे का, 10 मिमी ग्रिल मय अर्गल, चिटकनियां 2 नग तथा पट्टियां 4 नग आपूर्ति करना।
2.23
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2234.34
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कोनिया लोहा (एंगल आईरन) के 40X40X3 मिमी की बाहरी चोखट में 22 गेज की सादा जी.आई. चद्दर के 2 पल्ले वाले दरवाजे 25X25X3 मिमी के कोनिया लोहे के चौखट (फ्रेम) में आपूर्ति करना तथा लगाना मय अर्गल स्लाईडिंग वोल्ट, चिटकनी तथा पकड़ पट्टियां आदि फिटिंग सहित
2.11
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1803.71
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इनामिल पेन्ट का लेप करना 3 तह में ताकि इकसार आभा हो जाये (To give even shade) नये कार्य/पुराने कार्य पर सम सरफेस बनाना।
9.56
-
119.02
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lQsnh dk dk;Z u;s dk;Z ij jxMuk] lrg cukuk vkfn iw.kZ ikM+cUnh lfgrA
106.05
-
24.43
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लाईट पॉइन्ट/फेन पॉईन्ट/ एक्जास्ट फेन पॉइन्ट/ काल बेल पॉईन्ट के लिए 1.5 वर्ग मि.मी. एफआर पीवीसी इन्सुलेटेड कॉपर कन्डक्टर सिंगल कोर केबिल से, मॉडयूलर स्विच, मॉडयूलर प्लेट, उपयुक्त जीआई बॉक्स एवं 1.5 वर्ग मि.मी. एफआर पीवीसी इन्सुलेटेड कॉपर कन्डक्टर सिंगल कोर केबिल से अर्थिग सहित आवश्यकतानुसार सतह/खाली स्थान में मध्यम दर्जे की पीवीसी कन्डूट वाईरिंग करना
2
-
713.99
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सर्किट/सबमेन वाईरिंग के लिए 2x1.50 वर्ग मिमी एफआर पीवीसी इन्सुलेटेड कॉपर कन्डक्टर सिंगल कोर केबिल व अर्थिंग के लिए 1x1.50 संख्या एफआर पीवीसी इन्सुलेटेड कॉपर कन्डक्टर सिंगल कोर केबिल सहित आवश्यकतानुसार सतह/खाली स्थान में मध्यम दर्जे की पीवीसी कन्डूट में वाईरिंग करना
10
-
117.6
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मॉडयूलर प्लेट व सामने कवर सहित जीआई बॉक्स सतह/खाली स्थान में आपूर्ति करना और लगाना आवश्यकतानुसार 3 पिन 5/6 एम्पीयर मॉडयूलर सॉकेट आउटलेट व 5/6 एएमपीएस मॉडयूलर स्विच, कनेक्शन आदि (गैर निवासी भवनों में लाईट प्लग्स हेतु)
2
-
257.34
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मॉडयूलर प्लेट व सामने कवर सहित जीआई बॉक्स सतह/खाली स्थान में आपूर्ति करना और लगाना आवश्यकतानुसार 6 पिन 5/6 व 15/16 एम्पीयर मॉडयूलर सॉकेट आउटलेट व 15/16 एम्पीयर मॉडयूलर स्विच, कनेक्शन आदि सहित
1
-
320.85
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P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.Gr.1 16 SQMM 2 CORE
10
-
138.17
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P & F 1200mm sweep BEE 5 star rated double ball bearing capacitor start, aluminium bady and blade ceiling fan complying to IS 374: 1979, Ip 50 watt at max speed & 230 Volt, air delivery 210 CMM, speed 330 RPM with down rod upto 30cm with 3x1.5 sqmm pvc insulated flexible copper conductor making connection testing etc as required.Gr-1
1
-
1245.33
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P & F following modular accessories made out of unbreakable and fire retardant poly carbonate with silver contacts including making connections testing etc. as required. Gr-1
-
-
-
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5 step fan regulator 2 Module
1
-
418.14
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Blanking plate
2
-
17.27
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P & F 18 swg M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side .
1
-
86.36
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P&F of Heavy duty capacitor start, Double ball bearing 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required.300 mm sweep(900/1400 RPM)
1
-
2728.82
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P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube).Gr-1 1 X 36 Watts with EB
1
-
777.2
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P & F Fluorscent tube rod in existing fixtures as required,Flourscent powder coated (minimum 3 star rating) 36/40 Watts
1
-
57.27
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Tubewell
-
-
-
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Construction of Tube Well up to 150 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soil & over burden including lowering of casing pipe, (if required) excluding cost of casing pipe, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a through out bore as per nominal dia of casing pipe. ( item no. 2.4.2 from PHED BSR 2021 and deducted 10% from rate)
-
-
-
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Nominal bore 200 mm dia.
130
-
873.55
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Supply of ERW MS black casing pipe ISI marked(IS: 4270/2001) or amended upto date of following sizes. ( item no. 2.11.2 from PHED BSR 2021 and deducted 10% from rate)
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-
-
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200 mm dia NB(Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
13
-
2390.67
... More
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
Supply may be in coil or straight length in 6 M/12 M. PHED BSR 2021 item no 1.4.1.1
-
-
-
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HDPE PE-80 PN-6
200
-
187
... More
75 mm dia 1.4.1.1
-
-
-
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirfing to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
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Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
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80 mm dia item no. phed bsr 6.8.1.1
2
-
7877
... More
Water Tank
-
-
-
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uhao] [kkbZ] ijukyk esa 1-5 ehVj xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA l[r] fpduh] dadj feêh esa
4.08
-
140.9
... More
lhesUV dkaØhV uhao ;k QeZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh ¼Crusher Broken½@ bZV dh fxÍh lhesUV&jsr elkyk] 1 lhesUV % 4 jsr % 8 fxÍh vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA iRFkj dh fxêh ds lkFk
0.68
-
3101.05
... More
uhao rFkk dqlhZ es iRFkj dh os j)k&+ksdk fpukbZ lhesaV&ctjh 1 % 6 elkys es] e; cxy dh fjh cUn djuk rFkk rjkbZ vkfnA
7.65
-
2719.68
... More
Q'kZ ds uhps lw[ks iRFkjksa dk [kjatk yxkuk o vkiwfrZ djuk 15 lseh eksVkbZ
2.1
-
306.27
... More
अव्वल दर्जे की पत्थर की पट्टियों की छत डालना, उपर तथा नीचे से जोड़ों में पत्थर की चाप के साथ 1:4 अनुपात में सीमेंट मसाले से भरना
3.35
-
1693.09
... More
lhesaV dkØhaV 1%1-5%3 feJ.k dh izofyr lhesaV dkØhaV esa Mkyuk rFkk vkiwfÙkZ djuk] Nr dh Lysc] NTts] che] fyVay vkfn esa] nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesaV elkys ls lery djuk vkfn lesar ijUrq LVªhy rFkk 'kVfjax dh dher vyx lsA
0.21
-
4944.97
... More
lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 20 eh- eh-
24.86
-
149.5
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