Water Resources Department-WRD has published Estimate For Construction Of Head Regulator At Rd 150 And Cross Regulator At Rd 400 For Water Suply Scheme Of Kauli Distributary (Without Mechanical Works) Estimate For Construction Of Head Regulator At Rd 150 And Cross Regulator At Rd 400 For Water Suply. Submission Date for this Tender is 20-12-2021. Dam Work Tenders in PATIALA Punjab. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Dec-2021 | corr1 | Date | 20-12-2021 |
| Sl. No. | Item Description |
| 1 | Earthwork in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil by mechanical means depth 3 mtr to 6 mtr |
| 2 | Compaction Extra for laying earth/fly ash as per specificaion in 20cm layers and dressing but excluding cost of rolling Extra for watering the earth / fly ash laid in 20 cm layers as per specificaion for compation Extra for Rolling to Specificaions |
| 3 | Dressing of Earthwork (New work or remodeling work.) |
| 4 | Excavation of Soil (any type) using Hydraulic Excavator and CK 90 excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 30 mtr |
| 5 | Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means) |
| 6 | Cement concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixture volumetric type |
| 7 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 8 | Plain /Reinforced Cement Concrete in Open foundation complete as per drawing and technical Specifications RCC grade M20 with batching plant, transit mixer and concrete pump |
| 9 | Plain /Reinforced Cement Concrete in Sub structure complete as per drawing and technical Specifications RCC grade M20 with batching plant, transit mixer and concrete pump |
| 10 | Plain /Reinforced Cement Concrete in Open foundation complete as per drawing and technical Specifications RCC grade M25 with batching plant, transit mixer and concrete pump |
| 11 | Plain /Reinforced Cement Concrete in Sub structure complete as per drawing and technical Specifications RCC grade M25 with batching plant, transit mixer and concrete pump |
| 12 | Filling stone /spall/Bajri (in jharries) |
| 13 | First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth |
| 14 | First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level |
| 15 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients , levels etc. cutting of concrete beds and joint holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointedand until the surrounding benchings, haunches and envelopes are completed. The pipe shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipe for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage,etc RCC Pipe NP2 900mm I/D |
| 16 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 17 | Earth work for lip cutting for lining of irrigation channels including of all allowances lead and dressing 0-1.5 MTR |
| 18 | Dressing side slopes and preparation of sub grade for lining |
| 19 | Putting 1:3 (cement: water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 20 | 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 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 |
| 21 | 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 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 Sleeper |
| 22 | 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 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 |
| 23 | Filling construction joints with special impervious hot pour 12.5 mm wide per m per cm depth including supply , carriage of material complete in all respect. |
| 24 | Extra bitumen painting at 0.69 kg per sqm (on sleeper) |
| 25 | Providing & laying150 micron Polyethene Sheetover sleeper |
| 26 | 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 binding placing in position complete |
| 27 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal up to 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m |
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