Water Resources Department-WRD has published Tender For Estimate For Rehabilitation, Renovation And Modernization Of Pandori Disty. Submission Date for this Tender is 27-05-2024. Distributory Tenders in jandiala Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-May-2024 | ESTIMATE FOR REHABILITATION, RENOVATION AND MODERNIZATION OF PANDORI DISTY | Date | 27-05-2024 |
| Sl. No. | Item Description |
| 1 | Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge. Discharge upto 1.5 cum/s |
| 2 | E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR Item no. 19.19-a) |
| 3 | Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.2) |
| 4 | Dressing of BED and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.1) |
| 5 | Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.12) |
| 6 | Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automaticto the site in transit computerized transportedmixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTIONAND CUP SECTION OF ALL RADII) (Without mechanical Paver) (CSR item no. 19.40) |
| 7 | Providing and laying cement concrete (M-15) for coping& Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40) |
| 8 | Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(CSR item 13.54) |
| 9 | Laying LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 3/M-73) |
| 10 | Filling expansion joints with special impervious hot pour 12.5 mm wide. (CSR item no. 19.16) |
| 11 | Dressing of earthwork for new work or remodeling work Unit CSR 6.3 (i) |
| 12 | Supply and fixing distance Marks. |
| 13 | Providing boundary pillars. |
| 14 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (CSR item no. 6.6) ) |
| 15 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 0 to 450mincluding cutting and loading in trolley Transporting to the embankment locations with all lift and leads |
| 16 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 450m to 1km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads (pucca) |
| 17 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 1km to 2km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads (pucca) |
| 18 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 2 km to 3 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads (pucca) |
| 19 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 3 km to 4 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads (pucca) |
| 20 | Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 4 km to 5 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads (pucca) |
| 21 | Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/a+b+c) |
| 22 | Removal/Clearance of slush from wet drains by mechanical means complete in all respect and upto the satisfaction of Engineer-in-charge. |
| 23 | Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) Channel discharge upto 1.5 cums per second. CSR Item No 20.1a(i) |
| 24 | Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )(20.1 b i) |
| 25 | Dismantling outlets including removal of dismantled material involving lead upto 100 metre pipe or barrel type outlets . CSR ITEM NO. 20.2 a (i) |
| 26 | Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. CSR ITEM NO. 20.2 b (i) |
| 27 | Extra labour for dressing of bricks for outletWith "H" 0.5 m to 0.9 m. CSR Item No 20.10(ii) |
| 28 | Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved. CSR ITEM NO. 20.3a |
| 29 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.25 ft= 7.6 cm (min wt 68 kg) |
| 30 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.32 ft= 9.9 cm (min wt 72 kg) |
| 31 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.5 ft= 15.2 cm (min wt 80 kg) |
| 32 | Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 0.8 ft= 24.4 cm (min wt 84 kg) |
| 33 | Laying iron pipes for outlets upto 150 m.m. diameter |
| 34 | Cement Concrete 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type |
| 35 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. |
| 36 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 37 | Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement andcentring-shuttering complete in all respect. CSR item 10.15 |
| 38 | Centering and shuttering for wall Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters butteresses etc. |
| 39 | Centering shuttering. For slab |
| 40 | Any other item (CSR+SP) |
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