Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date17 Mar 2025
Closing Soon20 May 2025
Tender Amount₹ 11,78,604
Costs
EMD
₹ 23,572Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Niet No. - 52 Of The Fy 2024-2025 Of The Ee/bqa, Phe Dte.(sl.no-01)
Description
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Contact
Tender Id
2025_PHED_830071_1Tender No
NIET No. - 52 of the FY 2024-2025 of the EE/BQA, PHE Dte.Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/home
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Documents
BOQ Items
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Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor) (a) 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-in-charge.
135.06
321
43354.26
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Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
941
7
6587
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Removing earth/sand filled polybags/gunny bags from the channel bed/slope andinitially depositing the same near channel bankat aplace as directed by the Engineer-inCharge for measuremen to fBag. & then disposing off the same at adistancenot less than 150 metre from the channel site.
196
6
1176
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Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts
941
3
2823
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm.including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
Note : 1. Labour rate per m³ is provided; Cost of sand is to be added to arrive at the complete item rate.
2. Compaction factor of dry clean sand is 0.835.Medium sand(Grading Zone-II as per IS 383-1970) stacked at site.
16.18
691
11186.37
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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.
(i)pakur variety
32.34
5277
170685.35
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Labour charges for dumping and placing in position properly filled in Nylon crates with filled in gunny/poly cement bags (minimum 25nos . having capacity 50kg) with local earth or sand, sewing and tying the crate with nylon wire with in a lead of 150m. and all lifts in rivers lopeor bed by cutting trenches upto 50cms depth, if necessary, or by boatincludingcostofhirechargesofboat,boatmenandothernecessaryequipmentsandalsoincludingcostofbags,carriageandchargeoffillingbagswithearth/sandbutexcludingcostofnyloncrateasperdirectionofthe Engineer – in – Charge.NB:- Volume of each earth/ sand filled bags should not be less than 0.028 m3.Size of Nylon crate is 1metre X 1metre X 1metre.
(a) Where boats are not necessary.
196
418
81928
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Earthwork in excavation in the canals / drainage channels / borrow pits /
River bed / slope of bank as noted below as per designed section &
throwing the spoils in layers of 25 cm. for making banks as per profile or
to deposit the same in any other place within an initial lead of 30 metre
and initial lift of 1.5 metre including breaking clods, rough dressing etc.
complete as per direction of the Engineer-in-charge.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry
or moist / slushy silt / sticky soil.
46.12
109
5027.08
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Bailing or pumping out water from foundation trenches.This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor.This item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor.
360
20
7516.8
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FOR SCOUR PORTION Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete (capacity 50 kg).
941
6
5646
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Add GST 18 % ( CGST 9 % + SGST 9 %)
1
178006
178006.98
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FOR 2NOS CROSS BUNDH Supplying Nylon cage netting 1 metre x 1 metre x 1 metre size with knot having mesh size 17.5 cm x 17.5 cm constructed with nylon thread (210 x 24) having tensile strength not less than 250 Kg. / sq. cm. including carriage, delivery and stacking at site inclusive of all taxes complete.
196
117
22932
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Earthwork in excavation in all kinds of soil for making embankments,repairs to the embankment, closing breaches etc. as per profile including supply and transporting the earth by truck or tractor or any other mechanical means on land , including loading, transporting, unloading and stacking with all lifts bothways and head load where necessary and depositing the same on embankments, clannels, filling depressions in requisite profile, levelling as per direction of the Engineer-in-charge within
a lead of, NB :- Measurement to be taken on the basis of stack measurement / prepost work section measurement after deduction of void as per norms. No extra payment will be made for stacking. B) Beyond 1.00 km and upto 2.00 km
2020
227
458540
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