Department Of Local Bodies has published Rejuvenation Of Barkua ( Water Body ) By Desilting, Strengthening The Embankments, Construction Of Pal. Rejuvenation Of Barkua ( Water Body ) By Desilting, Strengthening The Embankments, Construction Of Pal.. Submission Date for this Tender is 09-11-2022. Embankment Tenders in niwai Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earthworkinexcavationinfoundation, trenchesetc.includingdressingofsidesand rammingofbottoms,includinggettingoutthe excavatedmaterial,refillingafterlayingpipe/ foundationanddisposalofsurplusexcavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. |
| 2 | In all types soils/ saturated soil such as moorum, sand, sandy silt,clay, black cotton soil, kankar, etc. |
| 3 | Providingandlayinginpositioncement concreteofspecifiedgradeexcludingthecost of centring andshuttering - All work upto plinth level : |
| 4 | 1:3:6(1Cement:3coarsesand:6graded stone aggregate 20 mm nominal size). |
| 5 | Random rubble dry stone Kharanja (soling) under floor. |
| 6 | Providingandlayingcementconcretein retainingwalls,returnwalls,walls(any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses,stringorlacingcourses,parapets, coping,bedblocks,anchorblocks,plain window sills, fillets etc. upto two stories, excludingthecostofcentring,shutteringand finishing : |
| 7 | 1:1:2 (1 cement : 1 coarse sand : 2 graded stone aggregate 20 mm nominal size) (As per design mix) |
| 8 | Reinforcement for R.C.C. work at all levels includingstraightening,cutting,bending, placing in position and binding all complete. |
| 9 | Thermo-Mechanically Treated bars. |
| 10 | Centringandshutteringwith plywoodorsteel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Walls (any thickness) including attached pilasters,buttresses,plinthandstringcourses etc. |
| 13 | 40mmthickfinedressedstoneflooringover 20mm(average)thickbaseofcementmortar 1:5 (1 cement : 5 coarse sand) including pointing with cement mortar 1:2 (1 cement : 2 stonedust)withanadmixtureofpigmentto match the shade of stone. |
| 14 | Earth filling with available surplus soil excavated from foundations and taken only fromoutsideofbuildingplinthinlayersnot exceeding20cmindepth,consolidatingeach deposited layer including ramming and wateringandconsolidation with leadupto 50 m and lift upto 1.5 m. |
| 15 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mmmanufacturedthroughvertical/vibrated casting process at all depths with Rubber gaskets (EPDM/SBR) for sewerlines asper IS: 5382(includingcostofRubbergaskets, lubricants) as per drawing, sectional hydro testingofthesewerpipeline(includingcost andconveyanceofwatertositefortesting) etc.,completeasperspecificationand/oras directedbyEngineer.Note:E/wtobe measuredandpaidseparately.Lengthofpipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemedtobeincludedintheitemof manhole/inspectionchambershallnotbe payable. |
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