Water Supply And Sanitation Department-WSSD has published Waste Water Treatment Of Pond (By Wsp Technology) At Village Chanarthal Kalan, Block Sirhind, District Fatehgarh Sahib. Submission Date for this Tender is 25-01-2021. Sewage Treatment Plant Tenders in as per bid document Punjab. Bidders can get complete Tender details and download the document.
| Name of Work:Waste Water Treatment of Pond (by WSP Technology) at Village Chanarthal Kalan, Block Sirhind, District Fatehgarh Sahib | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.\nAnaerobic Pond = 2069.65\nFaculative Pond-I & III= 3373.73 | 1 | ||
| 2 | 2 | Total | 2 | 5443.38 | Cum |
| 3 | 3 | Extra for rolling to specifications.\nAnaerobic Pond = 2069.65\nFaculative Pond-I & III= 3373.73 | 3 | ||
| 4 | 4 | Total | 4 | 5443.38 | Cum |
| 5 | 5 | 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 marekd as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc. (200 mm i/d)\nAnaerobic Pond= 50\nFaculative Pond-I & II =70\nFaculative Pond-III=5\nSite Development= 188 | 5 | ||
| 6 | 6 | Total | 6 | 313 | mtr |
| 7 | 7 | Dressing side slopes and preparation of sub grade for lining.\n\nAnaerobic Pond= 1901.15\nFaculative Pond-I & II= 1678.6\nFaculative Pond- III= 1390.65 | 7 | ||
| 8 | 8 | Total | 8 | 4970.4 | Sqm |
| 9 | 9 | Dressing bed and preparation of sub grade for lining.\nAnaerobic Pond= 166.05\nFaculative Pond-I & II = 259\n | 9 | ||
| 10 | 10 | Total | 10 | 425.05 | Sqm |
| 11 | 11 | First class brick on edge paving or flooring laid over and in cement sand mortar 1:6 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.\nAnaerobic Pond= 3298.85\nFaculative Pond-I & II = 2162.25 | 11 | ||
| 12 | 12 | Total | 12 | 5461.1 | Sqm |
| 13 | 13 | Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type\nAnaerobic Pond= 12.27\nFaculative Pond-I & II = 8.98 | 13 | ||
| 14 | 14 | Total | 14 | 21.25 | Cum |
| 15 | 15 | Extra for using concrete mixer volumetric type where not included in the rates \nAnaerobic Pond= 12.27\nFaculative Pond-I & II = 8.98 | 15 | ||
| 16 | 16 | Total | 16 | 21.25 | Cum |
| 17 | 17 | Extra for using needle vibrator where not included in the rates .\nAnaerobic Pond= 12.27\nFaculative Pond-I & II = 8.98 | 17 | ||
| 18 | 18 | Total | 18 | 21.25 | Cum |
| 19 | 19 | Providing and installation of floating type surface aeratorsof 2.0 HP motor with electricity connection complete in all respects - Faculative Pond-I & II | 19 | 3 | Nos |
| 20 | 20 | Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lift and combined lead up to 60 mtr. | 20 | 5443 | Cum |
| 21 | 21 | Carriag of earth for balance earth for earten banch. Upto 60 mtr beyond 60 mtr (1st chain of 30 mtr+ 2nd chain of 30 mtr) | 21 | 5443 | Job |
| 22 | 22 | Jungle clearance on running canals and branches, and drains with discharge more than 9 cum/s. 0.51 /hec | 22 | 1 | Job |
| 23 | 23 | Extra for slush. | 23 | 915.1 | Cum |
| 24 | 24 | Making Dewatering Arrangements by Pumping Set | 24 | 1 | Job |
| 25 | 25 | Provision for Barbed Wire Fencing 1.2 mtr. High. | 25 | 423 | mtr |
| 26 | 26 | Construction of Masonry Pillars including cost of MS Steel Gate size 0.75m X 1.22m complete in all respects. | 26 | 2 | Nos |
| 27 | 27 | Construction of masonry chamber with cover as per standard design & drawings of public health department with each of Size 0.9m x 0.9m | 27 | 7 | Nos |
| 28 | 28 | 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\nScreening Chamber- 3.52 Cum\nGrit Chamber= 8.9 Cum | 28 | ||
| 29 | 29 | Total | 29 | 12.42 | Cum |
| 30 | 30 | Cement concrete 1:6:12 with 40mm gauge stone aggregate. \nScreening Chamber- 0.45 Cum\nGrit Chamber= 0.51Cum | 30 | ||
| 31 | 31 | Total | 31 | 0.96 | Cum |
| 32 | 32 | First class Burnt brick work laid in cement sand mortar 1:5 in foundation and plinth \nScreening Chamber- 1.99 Cum\nGrit Chamber= 4.18 Cum | 32 | ||
| 33 | 33 | Total | 33 | 6.17 | Cum |
| 34 | 34 | Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material\nScreening Chamber- 1.68 Cum\nGrit Chamber= 1.8 Cum | 34 | ||
| 35 | 35 | Total | 35 | 3.48 | Cum |
| 36 | 36 | 12.5 mm thick cement plaster 1:2 on wall\nScreening Chamber- 8.8 Cum\nGrit Chamber= 17.71 Cum | 36 | ||
| 37 | 37 | Total | 37 | 26.51 | Sqm |
| 38 | 38 | Providing and Fixing MS frame with grill for screening 0.60X 0.60 M- Screening Chamber | 38 | 1 | Job |
| 39 | 39 | Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cuttings in foundations trenches etc. with 3D Excavator/ JCB including manually dressing of bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-in-charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinth/structures including watering dressing and disposal of surplus soils as directed upto 15 metre complete in all respects. Site Development | 39 | 94 | Cum |
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