Water Supply And Sanitation Department Tender
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Water Supply And Sanitation Department Tender
Eprocure
Opening Date5 Jul 2021
Closing Date22 Jul 2021
Tender Amount₹ 12,26,157
Costs
EMD
₹ 22,062Document Cost
₹ 1,000Tender Fee
₹ 1,302
Description
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Contact
Tender Id
2021_WB_67931_1Bid Award Id
ViewTender No
11161-11210Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://http://www.worldbank.org/
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Documents
Bid Document of Water Supply Scheme Ferozepur
Price Sheet of Water Supply Scheme Ferozepur Package I
BOQ Items
Drilling of 400mm dia bore with Direct Rotary Rig up to 150mtr. Depth BGL.
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0 to 100m
100
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Drilling of test bore hole including the rate for logging (Electric logging shall be carried out by Contractor upto full depth) to be paid only for the drilling depth beyond the bail plug margin or the tubewell is abandoned (Paid as per actual Drilling).
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Making electric logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect.
1
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Supplying, lowering of MS Pipe as per IS: 4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore.
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200 mm nominal diameter (weight 33.8 kg per meter) 6.4 mm thickness
81
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Supplying, fixing and lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest ISI Marked duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore.
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(e) 200 mm steel strainer (slot size 0.75 mm) 6.30 mm thickness
15
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Supplying, Lowering & fixing of M.S. special socket to connect S.S. Strainer to M.S. Pipe duly welded with suitable grade welding electrode complete in all respect.
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200 mm internal diameter)
4
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Supplying, Fixing and Lowering of Stainless Steel socket as per IS 8110-2000 or latest or ISI Marked duly welded with suitable grade SS welding electrode to lower the strainer into tubewell bore complete in all respect.
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200 mm internal diameter
4
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Supplying and fixing mild steel centering guides made out of 32mm X 6mm thick M.S bar complete in all respect
5
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a) Strainer & M.S. Pipe should be properly jointed with sockets and duly welded to ensure maximum strength of joint.
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b) A steel strip of suitable size should be welded across the length of strainer to provide additional strength to the tubewell assembly.
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Collection of water sample from different strata and testing of sample from approved laboratory (Physical & chemical Analysis)
3
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Supplying at site Wooden box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.
1
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Supplying at quarry site of gravel of 1/6" to 1/8" sizes including pouring and packing in the annual space between the pipe assembly & the bore. The gravel should be free from dust, dirt, or the vegetable manner as per IS 4097-1967 with latest amendments (to be paid as per actual length of pipe) Note: The rates including loading & unloading charges. Carriage from quarry site will be paid as per actual
9.43
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Carriage of gravel 6-30 K.M.
9.43
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Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect
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200 mm internal diameter
1
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Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect.
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200mm internal diameter (weight 33.60 kg per meter) 6.40 mm thickness
4
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Supplying & fixing of M.S. Clamp of size 200mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.
1
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Development of stabillizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
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(b) Capacity of Air compressor 300 cfm at 250 PSI
10
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Development of stabillizing of the tubewell with submersible pump of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge.
8
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Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.)
1
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Provision for Sanitary clay seal and sterlization of tubewell as per ISI code 2800-2019.
1
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Item for which no rate or price has been entered it will not be paid for by the Employer when executed and shall be deemed covered by the rates and prices in the Bill of Quantities.
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Unit rates and prices shall be quoted by the bidder in Indian rupee.
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Where there is a discrepancy between the rate in figures and words, the rates in words will govern.
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Where there is a discrepancy between the unit rate and the line item total resulting from multiplying the unit rate by quantity, the unit rate quoted shall govern.
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Any item of work not included in the above contract schedule of rates and got done at the site of work; the same will be paid according to CSR-2010 subject to the premium or discount tendered by the contractor. In the case of non-schedule items, the decision of the Engineer-in-charge will be final and binding upon the contractor. In case any item which is a part of lump-sum rate is not executed at site, the amount of the same shall be deducted @CSR rates + Ceiling premium prevailing on the date of tender.
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The work will be carried out in accordance with PWD Book of specifications – 1963 edition with upto date amendments.
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Approximate quantities are given in the contract schedule of rates and these can vary at the time of execution of the work. The payment will be made according to the actual work done by the contractor.
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All amendments issued on the common schedule of rates 2020. up to the date of opening of tenders will be applicable on the contract schedule of rates.
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Contractor should clearly quote his rates in figures & words. Conditional tender will be rejected.
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All items and rates provided in the DNIT are subject to in CSR-2020.
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The Engineer-in-charge will have full powers to change the layout of the work covered in this contract if considered necessary.
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No claim will be entertained from the contractor in case, any mistake in description rates or unit occurs in any item taken in this schedule while preparing this DNIT or on account of typing or comparison or over writing. The same will be rectified at any time as per common schedule of rates 2010 along with up to date amendments.
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The arrangement of bricks at site of work would be done by the contractor at his own level from his own source.
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For any other non-schedule items, the contractor will submit through Engineer-in-charge, the analysis of rates in triplicate based on purchased vouchers. A margin of 10% shall be allowed for the material components and 21.5% on labour components and contractor shall produce photo stat copies of the purchase vouchers in support of his claim. The decision of the Engineer-in-charge/competent authority in the matter shall be final and binding on the contractor.
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All the extra items will be got approved from the competent authority and no premium will be allowed on non schedule items.
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Pavement for the carriage of material shall be paid as per the rates quoted by the tenderer.
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Time period allowed for completion of work in 3 Months.
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ii) If contractor failed to start the work within 7 days from the date of allotment, DWSS reserve the right to impose penalty or withdraw the work and propose action for debarring in future tendering or both; decision of Chief Engineer, shall be binding.
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Item for which no rate or price has been entered in will not be paid for by the Employer when executed and shall be deemed covered by the other rates and prices in the Bill of Quantities..
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We agree to execute the works in accordance with the approved drawings and technical specifications at a total contract price of INR.
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