Indira Gandhi Canal Project Rajasthan-IGCPR has published Tender For Relining Of Ksl From Rd 343.00 To 353.00. Submission Date for this Tender is 24-12-2022. Canal Construction Tenders in lunkaransar Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearing jungle including uprooting of rank vegetation , bushes,shurbs , brush wood , trees and sapling of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared(IGNP BSR 2021 Chapter No. VI , item no.1) |
| 2 | Felling trees of the girth ( measured at a height of 1 m above ground level ) including cutting of trunks and branches removing the roots and stacking of servicable material and disposal of unserviceable material Lead upto 1000 m Girth above 300 mm to 600 mm ( IGNP BSR 2021Chapter-VI Item 3) |
| 3 | Girth above 600 mm to 1200 mm |
| 4 | Girth above 1200 mm to 2400 mm |
| 5 | Carriage of materials Excluding loading ,unloading and stacking of timber, upto 30 km lead ( NON BSR ITEM ) |
| 6 | Loading in truck or MG/BG wagon within 50 Meter lead. Stone, sand, ballast, bajri, earth, grit , lime, timber murrum & Kankar( IGNP BSR 2021Chapter-III Item 1.1) |
| 7 | Earth work excavation in Ordinary soil, undressed with combined lead up to 200 mtrs(( IGNP BSR 2021, ch-VII, Item no. 2) |
| 8 | Extra for Aditional lead B/w 200-250 |
| 9 | Extra for Aditional lead B/w 250-300 |
| 10 | Extra for Aditional lead B/w 300-350 |
| 11 | Compaction of earthwork Extra for laying earth in 15 to 20 cm layers, watering, dressing but excluding cost of Rolling. ( IGNP BSR 2021 Chapter No. VII Item No. 9.1 ) |
| 12 | silt clearance/ removal of blown sand undressed with combinedlead up to 50 m from lined canal section. For FSD morethan 2 m.( IGNP BSR 2021Chapter-VII Item 3.3) |
| 13 | Dismantling / Demolishing Dowel masonry work (Brick/ Tile/ stone) including disposal of unusable material within 50 m lead.( 94% dowel is usable).( IGNP BSR 2021, ch-XV, Item no. 19) |
| 14 | Breaking brick ballast of 40 mm. nominal size. ( WR BSR north item no 7.22). |
| 15 | Earth work excavation in ordinary soil, kassi work undressed(IGNP BSR 2021 ,ch no vii, item no. 1) |
| 16 | Providing and laying cement concreting including curing, compaction etc.complete using brick tile/brick ballast40 mm nominal size in foundation and plinth, excluding cost of shuttering using. 1 cement : 4 sand: 8 brick tile/brick ballast mix.( NON BSR Item) |
| 17 | Rubbing and clearing the surface of existing Brick/tile lining to be used as subgrade both in bed and side slopes by means of wire brushes, water / air applied under pressure through nozzle to get rid of dirt, sand etc. deposited on it, complete in all respect, as per specifications and the instructions of the engineer inchargefor preparation of surface. (WR BSR north , Chapter: 7, Item No. 7.32] |
| 18 | Providing & Laying 7.50 Cms. thick cement concrete lining, cast in situ M15 grade (minimum cement content 322 Kg/cum of concrete) (1 cement : 2 Bajri (Coarse Sand) : 4 grit (Graded coarse aggregate 20 mm nominal size)) including use of mechanical mixer, formwork & Vibrator, applying primer confirming to IS : 3384 on panel side, finishing, etc. as per specifications complete in all respect including cost of primer. 7.31.2 In Side Slopes, Including pumping, scaffolding, curing, comoposite weigh batching, transit mixer, admixure and paver.)( WR NORTH BSR 2021, ch-IX, Item no. 17.31.2) |
| 19 | Providing and laying cement concreting including curing, compaction etc. complete using stone aggregate 20 mm nominal size in foundation and plinth, excluding cost of shuttering using M-10 grade mix 1:3:6 (1cement : coarse sand : 6 graded stone aggregate). .(IGNP BSR 2021, ch-IX Item no. 3.4) |
| 20 | Centering & shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of form work for foundation in basement rafts beam, bases of columns etc up to plinth level including material.(IGNP BSR 2021, ch-IX Item no. 8). |
| 21 | Providing, lowering, laying and jointing in trenches, standard lengths ISI marked AC pressure pipe class 15 manufactured by MAZZA process as per IS-1592-2003 or amended up to date with AC coupling and EPDM Rubber sealing rings of Type 3 as per 15: 5382/1985 (Reaffirmed 1998) or amended up to date, including all taxes transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, labour and material, satisfactory hydraulic testing etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work and specials) Note: These pipes shall only be used for raw water conveyance main from Canal outlet to raw water reservoirs and interconnection works 150mm dia Cl-15 ( PHED BSR 2022 ITEM NO- 1.19.1). |
| 22 | Supplying & fixing of Sign Board size 120x75 cm made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class ) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint firmly fixed to the groung by means of properly designed foundation with M15 grade cement concrete 450x450x600 mm , 600mm below ground as per approved drawing and MoRTH specification Clause 801 (PWD BSR-2021 for Roads, Chapter 16, Item 16.63) |
| 23 | Distence stone well dressrd of required shape and size 60 cm X23 cm X 7 cm with distence mark engravd and exposed faces well painted. RD Stone) [Ref: WR BSRbkn2021 , Chapter: R-8 Item 1.5] |
| 24 | Labour charge for removing existing vertical lift canal gate and lowering of new/existing gate having weight 1 to 3 MT including greasing oiling,cutting of accessories as per direction of engineer in charge as per specification and drawing of the department excluding the cost of rollers.item no. 3,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
| 25 | Removing of old water seal from canal gate,including cutting of existing nut bolts etc.complete in all respect item no.12,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
| 26 | Fixing charge of new water seal including punching hole and nut bolt complete in all respect item no.11,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
| 27 | Supply of water seal flat type for canal gate having size 100x12 mm as per IS 11855 specification item no. 7,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
| 28 | Supply of water seal musical hollow knot type for canal gate having size 125x12x45mm as per IS 11855 specification item no. 4,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
| 29 | Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.chapter no.B 9 , item no. 9.8 PWD BSR 2019 |
| 30 | Supplying,filling,stiching of empty cement bags with earth available at site. Weight not less than 40 kg including excavation etc. complete plastic bag(+)Labour charges for making coffer dam/ring bund by loading transporting earth filled cement bags up to 1/2 km dropping at required location in water including all lead and lift complete excluding cost of empty cemet bags.placing in water.item no. 32ch-VII,, IGNP BSR 2021 |
| 31 | Labour charges for making coffer dam/ring bund by loading transporting earth filled cement bags up to 1/2 km dropping at required location in water including all lead and lift complete excluding cost of empty cemet bags Placing in water item no. 33 ch-VII, IGNP BSR 2021 |
| 32 | Painting of canal gates with 2-pack Zinc chromate /phosphate primer in two coats. The dry thickness of each coat should be 35 micros and total thickness should not be less than 70 microns. and painting of 2-pack epoxy paint in three coats of approved colour as per Engineer in-incharge. confirming to IS 104 |
| 33 | Worm reduction unit to lift lower the gates manuallyunit should be of adequate capacity to accommodate double start thread of 1"" lead and 60 mm lifting screw.The worn gear (wheel ) should be of 21 teeth and C.P. to match with 1" pitch worn. The screw shall move vertically.The worn reduction unit is to be mounted on vertical post.Approximately weight be to lifted throught lead screw is of 5MT. The worn is to be extended on both side having suitable key way to accomodate starting handle.The worm gear should be of "GUN METAL" and bearing should be of "SKF" or equipment make (as per drawing) item no.20,ch-2(a) page 37, IGNP MECH BSR 2018-19 |
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