Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction Of Retaining Wall At Shriramwadi, Taluka Vengurla, Dist Sindhudurg in Sindhudurg, Maharashtra, with an estimated contract value of Rs. 24,08,299. The bid opening date for this tender is 10-09-2024 and the last date for bid submission is 17-09-2024. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date10 Sep 2024
Closing Date17 Sep 2024
Tender Amount₹ 24,08,299
Costs
EMD
₹ 25,000Document Cost
₹ 560Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_PWSPM_1082658_1Bid Award Id
ViewTender No
SHD/N7/MSS/SHRIRMWADI/2call/24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.maharashtra.gov.in/
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Documents
BOQ Items
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Item No.11:- -Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. 0Spec. number As directed by Engineer in Charge
1
9963
9963
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Item No.3 :- Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means )
a) Upto 1.50m lift Normal Rate
b) 1.50m to 3.00m lift, Add 10%
67.85
7388
108.9
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Item No.4 :- Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/ bolted/ welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete.
3.71
417487
112402.55
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Item No.8 :- Providing and laying in situ M-25 cement concrete of trap metal with 15% plum of trap stones for retaining walls and jetty etc. including necessary formwork, compacting, curing, bailing out water manually in tidal range etc. complete
151.04
1251766
8287.65
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Item No.2:- Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting excetra complete. - (Lift upto 1.5 metre) By Mechanical Means
154.2
15265
99
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Item No.1 :-Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete.
56
11256
201
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item no 7
1.09
107961
99047.45
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Item No.9:- -Providing and laying weepholes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
53.46
28491
533
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