watershed development and soil conservation department has published Tender For Construction Of Amrit Sarovar,Farm Pond.Parcolation Tank, Recharge Shaft, Talab, Talab Renovation, Ssb And Ecd Works Ps Rupbas. Submission Date for this Tender is 27-03-2023. Lake Development Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 18-Mar-2023 | Corrigendum | Technical Bid | 27-03-2023 |
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | taxy dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM;ksa dks dkVus lfgr |
| 3 | Mkx csfyax djuk 5-0 lseh- ls 7-5 lseh- xgjkbZ rd |
| 4 | ??.??.??. ????/???????? ?? ???????? ?????? ????? ????? ?????, ???? ??? ????? ?? ????? ?? ????? (Breaking of clods), ??? ??? ????, ?????? ?? ??? ???? (Sorting of grass & pebbles) ??? ????? (Bund) ?? ??????? (??? ????????? ???)/???????? ??????? ???? ?? ????? ??? ?????? ????????? ??? 250 ??. ??? ????? 3 ??. ??? Draft based on chapter 5th of irrigation page number 32 to 34 (?????? 01/02/2017 ?? ?????) ???? 1 ?? ??. |
| 5 | S/F HDPE plasticfilm / geo membran for Farmpond lining 500 Micron ( BIS5351 /2015) sheet |
| 6 | LAbour charges oflaying and spreading of LDPE/HDPE film of 250 micron on bed and sides including jointing etc.complete as per specification excluding cost of LDPE/HDPE and including cost of overlapping and cost of adhesive tape etc with transportation charges upto work site complete. |
| 7 | 150cm ????? ?? ??????? ???? ?? ?????35X35X5mm ?? 3??.???? ?? ? 30cm ???? ??? ????????????? 1:3:6(.30X.30X.60m)?????? ? ????????10??? ????? ?? 35X35X5mm ?????? ????? ?? ?????? ????,??? ??? 4?????? ??? ???? ???????????, 2????? ?? ??? ????. ?????? ??? ?? ?????? ? ??? ???? ???? |????????27 ??. ?????? ??????? ?? ?? ???,?????? ????? ????? ????(??????? 0.54 ???.) |
| 8 | 15 ?? 30 ???? ???? ?????? ?? ????? ??? ??? ?????? ?? ?????? ?????? ???? ?? ???, ??????? ?? ??? ? |
| 9 | Benching base and depositing the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m . |
| 10 | Compaction on Earth By manually or plain roller. (density 90% of Proctor) |
| 11 | Watering of earth including cost of carriage of water when source of water is Beyond 1 Km but upto 5 Km extra per Km ½ |
| 12 | ??????? ???? ?????? 40 ??????? ?????? ?? ?????? ?? ?? ???? ?? ?????? ?? ?????? ??? ??????? ????, ???? ??????? ??? ?????? ?? ?????? |
| 13 | ????, ??? ?? ????, ????, ????, ????? ?? ?????? 40mm ?????? ???? ?? ?? ?? ?? ??????? ???? ?? ??? ?????? ??????? ?? ?????? ,oa ?????? ? ???????? ????? ?????? ?? ?????? ?????? ??? ?? ???? ?? ?????? ? ?? ??? ????? ??) 10 ??.??. |
| 14 | ?????? ??????? 1 ?????? : 4 ???? ??? 8 ?????? ?????? ?? 40 ???? ????? ??? ?? ???? ??? ????? ,oa ????? ??? ???? ??? ????? 1:4:8 I |
| 15 | ?????? ?? ????? ??????-???? ????? ???? (1:6 ) for W.H.S |
| 16 | lhesUV dkaØhV 1 lhesUV % 2 jsr % 4 iRFkj fxÍh vuqikr eas12 fe- eh- ukeh; eki dh fxÍh feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA |
| 17 | lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 20 fe- eh- |
| 18 | Planting Munja tufts, digging of pits and planting if transportation is more than 1 km.) |
| 19 | ccwy ds cht dh vkiwfrZ 2 fdyks@ykbu izfr 100 eh- ¼ 4 ykbu esa ½ |
| 20 | ccwy ds cht dh cqokbZ 4 ykbZu es |
| 21 | ???? ??? ?????? ??? ?????? ?? ?? ?????-???? ??????-???? ????? ???, ?? ??? ?? ???? ????? ???? ??? ???? ??? ????? ?????? ???? 1:6 |
| 22 | 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. 600mm dia |
| 23 | Construction of tube-well from ground levels and upto 100 Meter depth and above sizes in all types of soils in alluvium strata by bailing method and without gravel packing as per IS; 2800 (Part-1$ 2) 1979 specifications ( the work includes formation of cavity well at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. the tube -well should have a throughout bore as per nominal bore of casing pipe .The work would be completed after obtaining sand free water.) construction of tube -well from ground levels and upto 100 meter depth and dia.-250mm nominal bore |
| 24 | Providing and Laying in position of Cement concrete Nominal mix (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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 25 | Providing and Laying in position of Cement concrete Nominal mix (1:2:4) 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 excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm |
| 26 | Brick masonry (using well burnt clay bricks of size 230 x 110 x 70 mm, class designation 75 as per specification) up to plinth including all leads of all construction materials including curing etc. complete.In cement sand mortar 1:5 |
| 27 | for plinth level |
| 28 | for super structure |
| 29 | Plaster in cement sand mortar 1:5including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness 20 mm |
| 30 | Supplying and laying aggregate in layers and profile as specified including all leads & lifts.This item is to be used only for laying filter / inverted filter |
| 31 | River gravel 20 to 40 mm size |
| 32 | River gravel up to 20 mm size |
| 33 | Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter 2 to 3 mm |
| 34 | Stone patties edges hammer dressed including all lead and lift.(b)Length up to 1.50 m to 2.50 m and thickness 70 mm and above |
| 35 | Labour charges for fixing stone patties/ lintels duly approved in cement sand mortar (1:3) and pointing underneath with cement sand mortar (1:3) for clear span up to 3.5 m of thickness. Up to 8 cm |
| 36 | Structural steel work in single section fixed without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all . In flats,tees.angles and Chnnels. |
| 37 | Providing and fixing unplasticized poly vinyl chloride (UPVC) SWR pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality / make) 110 mm dia |
| 38 | ???????? ????????? ????? ?? 1:4 ?????? ??? ???????? - ???? ?????? ????? ?? ??????? ??? 14 ??? ?? ?????? ???? ???? 20 ??.??. ????? |
| 39 | ???? ?? ???? ???? ????? ???? 15 ???? ???? ???????? ?? ??????? ??? ????? ????? ?? ????? ?????? |
| 40 | 20 ???? 1:6 ????? ?? ??? ????? ?????? (35 mm thick) ???? ??? ????? ??? ?????? ?? 1:3 ?????? ????? ?? ???? ???? ???? ???? |
| 41 | Benches Etc. |
| 42 | Display Board And Stand For Flag (Brick Masonry & Concrete) |
| 43 | 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. Soft/Loose soil |
| 44 | Add extra over item No. 2 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required |
| 45 | Ist Lift |
| 46 | IInd Lift |
| 47 | IIIrd Lift |
| 48 | Ivth Lift |
| 49 | Re- filling excavation earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water including loading and un-loading wherever required with cost of dewatering wherever required. |
| 50 | Side shuttering including propping etc. complete (to achieve finish F 2 for : (a) Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontallylaid mass concrete) |
| 51 | Labour charges for puddle work to obtain minimum dry density as 90 % of M.D.D. |
| 52 | ISI marked low Density Poly Ethylene (LDPE) film black, High Impact resistant, Heavy duty Grade 030 in thickness of 125, 200 & 250 micron in the form of flat sheet of 6 to 9 metre width without having any joints as per IS: 2508-1984 |
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