Water Resources Department-WRD has published Construction Of Concrete Lining Of Arnauli Disty . R . D . 43500-46500 Estimate For Construction Of Concrete Lining Of Arnauli Disty . R . D . 43500-46500. Submission Date for this Tender is 03-02-2021. Canal Construction Tenders in GHANAUR Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Jan-2021 | CORRIGENDUM 1 | Other | 03-02-2021 |
| 2 | 01-Feb-2021 | CORRIGENDUM 2 | Other | 03-02-2021 |
| Name of Work: CONSTURCTION OF CONCRETE LINING OF ARNAULI DISTRIBUTARY FROM RD 43500 - 46500 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Ordinary jungle clearance of both banks of running distributaries,minors and drains with Discharge exceeding 1.5 cum/s but upto 4.5 cum/s | 1 | KM | |
| 2 | 2 | Earth work in excavation in foundation, 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 a lead of 30 metres. | 1 | CUM | |
| 3 | 3 | Excavation of soil( any type ) using hydraulic excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes in accordance with requirement of lines, grades and cross sections, including all lift and combined lead up to 30m. | 1 | CUM | |
| 4 | 4 | Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all lifts and leads avg leads 10.41 km i/c first 0.45 km AND LAST 0.46 KM kuctha | 1 | CUM | |
| 5 | 5 | Extra for laying earthwork as per specifications for compaction in 20 cm layers and dressing including cost of rolling and watering as per PWD specifications | 1 | CUM | |
| 6 | 6 | Dressing of Earthwork(New work) | 1 | SQM | |
| 7 | 7 | Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances leads and dressing 0 to 1.5 mtr depth | 1 | CUM | |
| 8 | 8 | Earthwork for lip cutting for lining of irrigation channels inclusive of all allowances leads and dressing 1.5 mtr to 3 mtr depth | 1 | CUM | |
| 9 | 9 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per PWD specification | 1 | SQM | |
| 10 | 10 | Putting 1:3 (cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes | 1 | SQM | |
| 11 | 11 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed in an automatic computerized batching and mixing plant and transported to the site in transit mixers with an average lead of 1km including supply ,carriage of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For side slopes | 1 | CUM | |
| 12 | 12 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed in an automatic computerized batching and mixing plant and transported to the site in transit mixers with an average lead of 1km including supply ,carriage of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping | 1 | CUM | |
| 13 | 13 | Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed in an automatic computerized batching and mixing plant and transported to the site in transit mixers with an average lead of 1km including supply ,carriage of loadind and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius)For Sleepers | 1 | CUM | |
| 14 | 14 | Dag Belling single kassi stroke minimum 7.5 cm depth complete in all respect | 1 | KM | |
| 15 | 15 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) | 1 | SQM | |
| 16 | 16 | Extra bitumen painting at 0.69 kg per sqm | 1 | SQM | |
| 17 | 17 | Filling expansion joints with special impervious hot pour 12.5 mm wide | 1 | MTR/CM DEPTH | |
| 18 | 18 | Ordinary Distance marks (km stone)after every 1000 ft | 1 | NO | |
| 19 | 19 | Providing & Fixing M-15 Boundary Pillars including supply, carriage of material complete in all respect | 1 | NO | |
| 20 | 20 | Providing & laying 150 micron Polyethene films/sheet over sleeper | 1 | KG | |
| 21 | 21 | Earth work for dismentalling or construction of new pipe outlet or barrel type outlets (including Excavation, refilling, consolidation and dressing channel discharge exceeding 1.5 cum/s\nbut upto 3 cum/s) | 1 | JOB | |
| 22 | 22 | Laying cement concrete 1:4:8 with stone aggregates 40mm gauge mixing by machanical means using concrete mixture volumetric type | 1 | CUM | |
| 23 | 23 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth | 1 | CUM | |
| 24 | 24 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 100 mm i/d | 1 | MTR | |
| 25 | 25 | Laying RCC pipes for outlets and culverts including joining ends and fixing collar with cement mortar 1:2 upto 150mm inside diameter | 1 | MTR | |
| 26 | 26 | Earth work envolved in Dismentling open flume , APM or O.S.M type outlets (including exavation, refilling, consolidation and dressing )with H upto 0.50 mtr | 1 | JOB | |
| 27 | 27 | Adjusting APM to the correct "Y" and fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is envolved) | 1 | JOB | |
| 28 | 28 | Reinforced cement concrete M20 machnically batch mixed using batch type concrete mixture as per IS 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth | 1 | CUM | |
| 29 | 29 | Cold twisted detormed (Ribbed/ Tor Steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete | 1 | QTL | |
| 30 | 30 | Centring and Shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.) | 1 | SQM | |
| 31 | 31 | Extra labour for dressing of bricks on O.F and A.P.M type outlet with H upto 0.50 m | 1 | PER OUTLET | |
| 32 | 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 (0.20 ft = 6.1 cm minimum weight 65 kg) | 1 | JOB | |
| 33 | 33 | 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 minimum weight 72 kg) | 1 | JOB |
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