Civil Works Repair And Restoration Work Of Barloot Dam And Canal Block And Distt Sirohi
Tender Overview
Project Description
Civil Works Repair And Restoration Work Of Barloot Dam And Canal Block And Distt Sirohi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Aug-2022 | Unbalanced Bid | Other | 16-Aug-2022 |
| 2 | 14-Aug-2022 | Instructions and conditions | Other | 16-Aug-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Civil works |
| 2 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. (b) Thick |
| 3 | Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department (a) 7.5 cm to 15cms girth |
| 4 | Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor\"s density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. (b)With lead beyond 250 m and up to 750 m (½ Km) |
| 5 | Compaction of earth of highly weathered strata Bymechanical equipment such assheep foot roller/ pneumatictyred roller/vibrocompactor/vibrosheepfootcompactorrequiredaspersite condition to obtain dry density of at least 98% of standard proctor density. |
| 6 | Watering of earth including cost of carriage of water when source of water is (a)upto 1 km |
| 7 | Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts |
| 8 | Demolishing stone rubble masonry including stacking of usable materialanddisposalofunuseablematerialwithin50meterslead inclusive of de-watering wherever required.(b)In cement mortar |
| 9 | Dismantlingofmasonrywithcareinclusiveofde-wateringwhereverrequired (a) Dry stone masonry or pitching |
| 10 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.(b)For Hard/dense soil. |
| 11 | ProvidingandLayinginpositionofCementconcreteNominalmix (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 upto40 mm |
| 12 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than23kg.)forfoundationincludingcuringwithallleadsofall construction materials including curing etc. complete(c).In cement sand mortar 1:5 |
| 13 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than23kg.)forfoundationincludingcuringwithallleadsofall construction materials including curing etc. complete. (a) Masonary work in superstructure |
| 14 | Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75 mm |
| 15 | Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm |
| 16 | Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (a) 150 mmNP3 |
| 17 | Re-handling of excavated material including loading unloading and dressing withininitialleadof50mandliftof1.5mwithcostofde-watering whereverrequiredandallapplicabletaxesandleviesetc.completeinall respect.(a)Earth / Soil |
| 18 | Addextraoverexcavationfordisposalofexcavatedmaterialabove initialliftof1.5mandforeveryadditionalliftof1.5morpartthereof including loading and un- loading wherever required. |
| 19 | Supplying andlaying sandof gradeas perdesignrequirementinrequired profile including all lead & lifts. This item is to be used only for laying filter / inverted filter |
| 20 | Supplying and laying aggregate in layers and profile as specified including all leads & liftsThis item is to be used only for laying filter / inverted filter Broken ballast20 to 40 mm size |
| 21 | Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts, in required profile of© 23 cm thickness (± 5 % thickness tolerance) |
| 22 | ProvidingandLayinginpositionofCementconcreteNominalmix (1:1.5:3)includingleadsofallconstructionmaterials,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(d) 20 mm |
| 23 | Supplying of M.S. reionforcement including labour charges for bending bindingandplacinginpositionallreinforcementasperdrawing including cost of binding wire and all leads and lifts using.(ii)Tor or ribbed bars (IS :1786-1985) |
| 24 | Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc. |
| 25 | ProvidingandLayinginpositionofCementconcreteNominalmix (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 20 mm |
| 26 | Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than23kg.)forfoundationincludingcuringwithallleadsofall construction materials including curing etc. complete.. In cement sand mortar 1:6 |
| 27 | Providing,Fabrication,machiningwithstraightening workofGuide Tee, Track, Sealingframe,Leafframeoranypartof gate\"s, completeas per drawing withtesting,includingcost of allmaterials,with machinery, labour, tools and tackles cutting, aligning, welding, finishing, cleaningetc., applyingonecoatofzincrichepoxyprimer and two coats of cold applied coaltarepoxypaint,etc., complete as per specificationsand approveddrawings withallleadand lifts,includingpacking& forwarding,transportationchargesfor structuralsteelcomponentsandother materials.(a)Rate of work with all material |
| 28 | Erectionworkoffabricatedgates, anypartsof gate\"s and any accessories of gate\"s,completeasper drawing with testing,includingcost ofall materialsrequiredforcompletingthejoblikewelding rods, tools tackles etc., with machinery,labour,toolsandtacklescutting,aligning, welding,finishing, cleaningetc., applying one coat of zincrich epoxy primer and two coats of cold appliedcoaltar epoxy paint,etc., complete asper specificationsand approved drawingswith alllead and lifts,includingpacking&forwarding, transportation charges for structural steel components and other materials. |
| 29 | Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respectindry or moistandalsoincluding compensation of damages if any , in :(a)Phylite and other hard rock requiring nominal blasting |
| 30 | Flushorruledpointingonstonemasonry includingrackingof jointsand curingetc.completeincludingallleadsofallconstructionmaterialsin mortar ratio.In Cement sand mortar 1:3 |
| 31 | SupplyofwirecratesinrequiredsizesmadeofhotdippedG.I.Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter. |
| 32 | Fillingcrateswithstone,inpositionatsiteincludinghingingwithhot dippedG.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects. |
| 33 | Preparationanddressingthesubgradeincludingremovalof irregularitiesupto7.5cminsoil,morrummixedwithpebbles,small boulders and and kankar & murrum for Bed |
| 34 | Preparationanddressingthesubgradeincludingremovalof irregularitiesupto7.5cminsoil,morrummixedwithpebbles,small boulders and and kankar & murrum for Side Slope |
| 35 | Cementconcreteliningofnominalmix(1:3:6)withupto20mmsize wellgradedcrusherbrokenstoneaggregatelaidasperspecifications includingallleadsofallconstructionmaterialsincludingrendering, compaction and curing etc. complete for canal bed of thickness. for 7.5 cm |
| 36 | Cementconcreteliningofnominalmix(1:3:6)withupto20mmsize wellgradedcrusherbrokenstoneaggregatelaidasperspecifications includingallleadsofallconstructionmaterialsincludingrendering, compaction and curing etc. complete for canal side lining of thickness. for 7.5 cm |
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Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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