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Protection Measures / River Training Works To Protect Old Monument ( Barod Shiv Temple ) In U / S Of Navnera Barrage On Kalisindh River In Tehsil Mangrol District Baran. , baran-Rajasthan

Water Resources Department-WRD has published Protection Measures / River Training Works To Protect Old Monument ( Barod Shiv Temple ) In U / S Of Navnera Barrage On Kalisindh River In Tehsil Mangrol District Baran. . Submission Date for this Tender is 03-05-2022. Barrage Tenders in baran Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

31848229
Corrigendum : Protection Measures / River Training Works To Protect Old Monument ( Barod Shiv Temple ) In U / S Of Navnera Barrage On Kalisindh River In Tehsil Mangrol District Baran.
Open Tender
Indian
Rajasthan
baran
03-05-2022

Tender Details

Protection Measures / River Training Works To Protect Old Monument ( Barod Shiv Temple ) In U / S Of Navnera Barrage On Kalisindh River In Tehsil Mangrol District Baran.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 20-Apr-2022 Pre-Bid meeting Corrigendum Date 03-05-2022

Key Value

Document Fees
INR 25000 /-
EMD
INR 975050.0 /-
Tender Value
INR 4.87 Crore /-

BOQ Items

dk;Z dk uke %&Protection measures/river training works to protect old monument (Barod shiv temple) in U/S of Navnera Barrage on Kalisindh river in Tehsil Mangrol District Baran.
Sl. No. Item Description
1Cutting&clearanceofjungle,bushes,shrubsAnkra/Ipomoea,Juliflora typnaetc.oncanalandbundsindry/moist/slushyconditionsincluding disposal as per instructions of the Engineer-in-charge.Cost of wood has beendeductedfromratesandthuswillbepropertyofcontractorafter cutting. Thick
2Excavation including loading, unloading, disposal and dressing of excavated earthwithininitialleadof50mandliftupto1.5mincludingdressingof excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum
3Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressingof excavatedarea,de-wateringwhereverrequiredcompleteinall respect. Hard rock not requiring blasting
4Preparation of foundation of structure including removal of all loose stones, silt and final washing. By compressed air & water under pressure
5Preparationanddressingthesubgradeincludingremovalof irregularitiesupto7.5cminsoil,morrummixedwithpebbles,small boulders and and kankar & murrum for
6ProvidingandLayinginpositionofCementconcreteNominalmix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3(1 cement : 3 coarse sand) and making good the joints excludingthe cost of centering, shuttering and reinforcement. Well graded crusherbroken stone aggregate of maximum size upto 20mm
7Providing and Laying in position of Cement concrete Design mix M-20 includingleadsofallconstructionmaterials,plasticizers(ifrequired), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excludingthe costofcentering,shutteringandreinforcement.Wellgradedcrusher brokenstoneaggregateof maximum sizeupto(FormixdesignCement content considered 400 kg/ cum of concrete) 20mm
8Nominal Mix of Plain Cement Concrete well mixed and laid in position using20%maxpermissiblelimitofplumsabove160mmandupto 450 mm,includingcuringandfinishingetcincludingallleadsofall constructionmaterials complete inallrespectwithwellgradedcrusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:2:4 with plum, Max size of Aggregate 40 mm,
9Extra Charges For using Mobile Transite Mixer (i.e Flori)
10Supplying andlaying sandof gradeas perdesignrequirementinrequired profile including all lead & lifts.
11Supplying and laying aggregate in layers and profile as specified including all leads & lifts. Broken ballast20 to 40 mm size
12Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 20 to 40 mm size
13Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
14Re-handling of excavated material including loading unloading and dressing withininitialleadof50mandliftof1.5mwithcostofde-watering whereverrequiredandallapplicabletaxesandleviesetc.completeinall respectMixed strata muck
15Side shuttering including propping etc. Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
16Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets, aprons etc.(non - suspended horizontallylaid mass concrete)
17Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawing including cost of binding wire and all leads and lifts using.Tor or ribbed bars (IS :1786-1985)
18Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas,Retainingwalls,piers,abutments,galleries,archcovers,bed plates, sluice capstan bases etc.
19Supply & fixing 6 mm thick rubber water sealof approvedquality in construction/contraction joints as per drawing complete in all respect 305 mm thickwide.
20Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].
21Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts 30 cm thickness (± 5 % thickness tolerance)
22Stone(Sandstone 50 mm Thick)
23Labour charges for Cutting and Moulding dressing etc. complete
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