Watershed Development And Soil Conservation Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
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Technical
Technical
Class Of Bidder
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B Class & Above
Bid Capacity
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The bid capacity required in the given tender to bid is Rs. 74.9975 Lacs, which is 25% of the bid value. The bid value is calculated as Rs. 299.99 Lacs. Additionally, the bid capacity can be calculated using the formulas: Bid Capacity = (Total value of works done in last 5 years / 5) - B - (Maximum value of disputed items)
Bid Capacity = (A x N x 2) - B, where A = Max. value of works executed in any one of the last five years updated to the current price level N = Number of years prescribed for Completion of the works for which the bids are invited B = Value at present price level of existing Commitments and on-going works to be executed during period 'N' Acceptable Bid Capacity = Bid Capacity calculated as per above formula - Maximum value of disputed items.
Technical Capacity
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The required prior work experience for the bidder includes successful experience as a prime contractor in completing at least one contract of civil nature works and complexity comparable to the proposed contract within the last five financial years. The completed contract should have a value of not less than 30% of the G-schedule amount, which is Rs. 89.997 Lacs. The bidder should have completed at least one work of civil nature works in the last five years, with a value of not less than 30% of the cost of the work, i.e., Rs. 89.997 Lacs. The average annual turnover for the last five financial years should not be less than 50% of the G-Schedule amount, which is Rs. 149.995 Lacs. The completed contract should include specific quantities of items such as CC 1:2:4: 402.40 CuM and Centering Shuttering: 891.51 SqM. The bidder's experience and qualifications will be assessed based on the details provided in the technical bid. The required prior work experience for the bidder also includes:
- Maximum value of work executed in any one of the previous five years
- Maximum value of single work completed in the last five years
- Maximum financial turnover in any one of the last five years The percentage of similar works completed is not explicitly mentioned, but the bidder should have experience in works of a similar nature, with a minimum value of 30% of the G-schedule amount. The amount for the G-schedule is Rs. 89.997 Lacs and the average annual turnover should be at least 50% of the G-Schedule amount, which is Rs. 149.995 Lacs.
Costs
EMD
₹ 5,99,971Document Cost
₹ 2,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2025_WDSC_444996_3Tender No
3095 SIKARTender 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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BOQ Items
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Add extra over Item No. 1 to 8 for disposal of excavated material above initial lift of 1.5 m and for every additional lift of 1.5 m or part there of including loading and un-loading wherever required.
2269.96
7
17365.16
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Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc.and dressing when compacted manually or by plain roller with initial lead of 250m and lift up to1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.In Hard soil
2898
53
156463.02
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Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
2840
21
61344
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Watering of earth including cost of carriage of water when source of water is up to 2 Km
2840
9
28371.6
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Cement concrete well mixed with cement mortar (1:4:8) laid in position complete excluding curing with aggregate size 20 mm HB.
822.9
3727
3067030.59
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Cement concrete well mixed with cement mortar (1:3:6) laid in position complete excluding curing with aggregate size upto 20 mm .
3333.51
3849
12830679.99
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Cement concrete well mixed with cement mortar (1:2:4) laid in position complete excluding curing with aggregate size upto 20 mm .
1341.32
5110
6854949.99
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Centering and shuttering for slabs,beams,lintels Columns, trough withor without caps and base including propping and remove for steel
2971.7
378
1124847.88
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Cement plaster in cement sand mortar 1:4, 12 mm thick.
882.4
158
139807.46
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
40144.59
86
3483747.52
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Cement concrete well mixed with cement mortar (1:5:10) laid in position complete excluding curing with aggregate size 20 mm HB.
28.8
3268
94144.32
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रंग सफेदी का कार्य 3 तह में ताकि इकसार आभा हो जाये (To give even shade) नये कार्य कार्य पर।
525.6
30
15831.07
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aluminium Ddu o yksgs dh tkyh ykuk o yxkus dk dk;Z
10
1000
10000
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110 mm PVC pipe
1500
137
206565
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OTHER FITTING ACCESSOSRIES WITH FITTING CHARGES
10
2000
20000
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handpump with fittings
10
1600
16000
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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
270
178
48184.2
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आईटम 2 में 1.5 मीटर अतिरिक्त उठान
135
22
3078
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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। 1:6
97.2
3265
317416.32
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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।
57.6
402
23192.06
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cksfjax dk;Z 200 ,e-,e- O;kl uksfeuy cksj
500
1240
620000
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Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB(Thickness of pipe 5.4 mm & mass of tube 28.46 Kg/m)Phed BSR Item No. 2.11.2
120
1841
220920
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Supply of Stone
57.6
1150
66240
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Supply of Gitti 45-90 mm
46.1
700
32270
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Supply of Gitti 10-20 mm
15.7
1100
17270
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Supply of Bajri
34.6
1300
44980
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Supply of Naylon Net
57.6
200
11520
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25 mm PVC pipe
520
30
15600
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Boring dukkan with nut bolt
10
1000
10000
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25 mm GI Pipe
10
190
1900
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Display board Display board and Work site Photograph
18
2000
36000
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