Water Body Butification Of Bridge Cum Bandhara And Retaining Wall Under Ghankachara Vyasthapan At Sakav Pool, Raulwada, Vengurla For Vengurla Nagarparishad, Tal. Vengurla, Dist. Sindhudurg. E-Tender No. 690
Tender Value
Ref. Documents
Estimated cost
Bid Submission
26 Mar 2021
0 days left
EMD
1.33 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vengurla → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Body Butification Of Bridge Cum Bandhara And Retaining Wall Under Ghankachara Vyasthapan At Sakav Pool, Raulwada, Vengurla For Vengurla Nagarparishad, Tal. Vengurla, Dist. Sindhudurg. E-Tender No. 690
BOQ
| Sl. No. | Item Description |
| 1 | Item No:-1-Clearing and grubbing roadland includinguprootingrankvegetation,grass,bushes, shrubs, saplingsand trees girth up to300 mm,removal of stumps of trees cutearlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000 metres including removal and disposal of top organicsoil not exceeding150 mm in thickness. |
| 2 | Item No:-2-Excavation for foundation in earth, soil of alltypes,sand,gravelandsoftmurum,including removing the excavated material up to a distance of 50m. beyond the building area and stacking andspreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means |
| 3 | Item No:-3 -Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres 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 etc.complete.(Liftupto1.50m) By Mechanical Means |
| 4 | Item No. 4:-Excavation for foundationin Soft rock andoldcementorlimemasonryfoundations includingremovingtheexcavatedmaterialupto a distance of 50 metres beyond the building area and stacking as directed, including dewatering. preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means |
| 5 | Item No. 5:-Excavation for foundation in Hard-rock by controlled blasting trimming and leveling the bed bychiseling where necessary and removingthe excavatedmaterialand stackingitinmeasurable heaps with in a distance of 50 metres from the building area including dewatering and back filling with availableearth/murum,watering,ramming, etc. complete.(Liftupto1.5m) By Mechanical Means |
| 6 | Item No:-6-Conveyingmaterials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section. watering and compacting to not less than 97% of standard proctor density fora lead of over 300m. to 500m.. inclusive, from the site of excavation to the site of deposition as directed |
| 7 | Item No.7:- Providing soling using 80mm size trap metal in layres of 15 cm each including filling voids with sand, ramming, watering etc. complete.As Per R.A.No.1 |
| 8 | Item No.8 :- Providing steel anchor dowel bars of 32mm diameter and 4m length through steining of the wells including provision of necessary ducts through staining,drillingholesof 60mmdiameterupto 2.5m depth inrock, placingthedowelsinposition and effectively grouting the holeswith CM1:1etc. complete. |
| 9 | Item No.9 :-Providing and laying Cast in situ/Ready MixcementconcreteinM-10oftrap/granite/quartzite/ gneissmetalfor foundationandbedding including bailing out water, formwork, laying I pumping , compacting, roughening them if special finish is to be provided,finishingif requiredandcuringcomplete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batchmixplant (Panmixer)etc.complete.With natural sand/V.S.I. quality Artificial SandAs Per R.A.No.2 |
| 10 | Item No.10:- Providing and laying Cast in situ / Ready MixcementconcreteinM-20oftrap/granite/quartzite/gneiss metalforstepsincluding steel centering,formwork, laying /pumping, compacting, roughening them if special finish is to be provided,finishing uneven and honey combed surface and curing etc. complete.The Cement Mortar1:3 plaster is considered for rendering uneven and honey combed surface,only.Newly laid concrete shall be covered by gunny bag,plastic,tarpaulin etc.(Wooden centering will not be allowed.), with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant (Panmixer)etc. complete.With fine aggregate(Crushed sand VSI Grade)As Per R.A.No.3 |
| 11 | Item No.11:- Providing and laying in situ/Ready Mix cement concreteM-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,formwork, laying/pumping cover blocks, compactionandcuringrougheningthesurfaceif specialfinishistobe provided(Excluding einforcement and structural steel) etc.complete, with fullyautomaticmicroprocessorbasedPLCwith SCADA enabled reversible Drum Type mixer/ concrete Batchmixplant (Panmixer)etc.complete.With natural sand/V.S.I. quality Artificial SandAs Per R.A.No.4 |
| 12 | Item No.12:- Providing and laying Cast in situ/Ready Mix cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including centering, formwork,cover blocks,Laying /pumping, compactingcuringfinishingand roughening them if special finish is to be provided and curingcomplete.(Excludingreinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concreteBatchmixplant (Panmixer)etc. complete.WithnaturalsandN.S.I.quality Artificial SandAs Per R.A.No.7 |
| 13 | Item No.13:- Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steelcentering,formwork,coverblocks, laying/pumping,compactionandrougheningthe surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC withSCADA enabledreversibleDrum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)As Per R.A.No.7 |
| 14 | Item No.14:- Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detaileddesignsanddrawingsincludingcentering, formwork,coverblocks. laying/pumping. compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smoothandevensurfaceorrougheningif special finishistobeprovidedandcuringetc. complete,(Excludingreinforcement and structural steel).with fully automatic micro processor based PLC withSCADAenabledreversibleDrumTypemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With natural sandN.S.I. quality Artificial SandAs Per R.A.No.7 |
| 15 | Item No.15:- Providing and laying in situ I ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearingcourse 8cmthickincludingcompacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / panmixer withfineagreegatesof required specifications (Natural sand / VSI sand finely washed etcAs Per R.A.No.8 |
| 16 | Item No.16 :-- Providing and fixing in position HCRM CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C.pile caps, footings, foundations,slabs,beamscolumns,canopies, Staircase, newels, chajjas, lintels pardis, copings, fins, archesetc.asper detaileddesigns,drawings and schedules.includingcutting,bending, hookingthe bars, binding with wires or tack welding and Supporting as required complete |
| 17 | Item No.17:-Providing structural steel work in trusses,other similar trussed purlins and members with all bracing ,gusset plates etc.as per detailed designs and drawings or as directed including cutting, fabricating ,hoisting. erecting fixing in position, Making riveted /bolted/ welded connection and one coat of anti corrosive paint and over it 2coats of oilpainting approved quality and shade etc. complete |
| 18 | Item No.18-Dewatering on BHP basis by using water pump including diversion of stream,providing offerdams, 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 berequiredbyusing 5.0to 9.0BI-IPpumpetc. complete. (prior approval of Superintending Engineer will be necessary) |
| 19 | ItemNo.19ProvidingandlayingWeepholesof 100mm AC/PVC pipes as per drawing for aboutment returns,return walls. etc.complete |
| 20 | Item No. 20 :- Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious/ semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction ofEngineer-in-charge tillthe completion of work including dismantling coffer dam after completion of works and disposing offthe material as directed by the Engineer-in-charge. |
| 21 | ItemNo.21:- Providingand layinga wovenPolypropylene Geotextile of Type-I manufactured from black UV stabilised Polypropylene Tape yarn on the preparedsubgrade as the separator cum reinforcementwithnecessary overlap as per drawing.(Foruse this item SE / CE permission is obligatory.) |
| 22 | Item No.22:-- Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm, to 30cm. thickness breaking clods, dressing to the required lines, curves; grades & section, watering and compaction with vibratory rollerwithV-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) |
| 23 | Item No.23:-Providing and applying priming coat on concrete /masonary /Asbestos Cement plastered surfaces including scaffoldingif necessary,preparing the surface by thoroughly cleaning oil,grease, dirt and other foreign matter and sand papering as required etc.complete. |
| 24 | ItemNo.24:-Providingandapplying twocoatsof exterior acraylic emulsion paint confirming to corresponding I.S.of approved manufacture and of approved colour to theplasteredsurfaces including cieaning,preparing the plaster surface,applying primer coat, scaffolding if necessary and watering the surface for two days etc complete |
| 25 | Item No.25 :- Providing and fixing board displaying information, such as \"Name of work, Tender cost, NameofContractor,Workcompletionandliability periodetc\", havingrectangularshapeof 1.20m x0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate staving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mmduly paintedincluding Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm widthincluding allfixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60cmx 75cmincluding.excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 26 | Item No.26Payement of testingchargesif contractor produced authorised resultsConcreteA) Concrete Mix Design |
| 27 | B) Compresive test |
| 28 | C)Basic Test of Cement (Standard Consistency ineness, Specific Gravity, Setting Time(Initial& Final), Compressive Strength, Soundness ) |
| 29 | D) Basic Test Of sand fTness Modolus. Silt Content. |
| 30 | E)BasicTestOfMetal( WaterAbsorption,SpecificGravity, Impact Vafue/ Crushing Value) |
AI Tender Summary
Tender Timeline
Mar 19, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMar 26, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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