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| 1 | Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of soil work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surlus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work & jumper work) |
| 2 | Dressing of bed and preparation of sub grade for CC lining in pick work complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge. |
| 3 | Dressing of side slopes verrtical and preparation of sub grade for CC lining in pick work complete in all respect including all leads and Lifts as per the direction and satisfaction of Engineer-In-Charge. |
| 4 | Providing and Laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) and curring complete excluding cost of form work in foundation and plinth complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. |
| 5 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batterns and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 6 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. |
| 7 | Form work for duct linning kuhl:- Vertical surfaces such as walls of ducts (any thickness) partitions and the like including attached pillasters buttresses, plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge. |
| 8 | Providing and laying cement concrete work 1:3:6 (1cement:3 sand: 6graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work concrete work in foundation and plinth complete in all respect including all leads and Lifts as per the direction and to be entire satisfection of Engineer-In-Charge. |
| 9 | Providing and Laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 10 | Foundations, footings bases of columns and the like and mass concrete complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 11 | In Vertical walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge. |
| 12 | Providing Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect including all leads and Lifts as per the direction and satisfection of Engineer-In-Charge. |
| 13 | Providing and fixing of MS Plate for V-Notch complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 14 | Laying, jointing & testing of bevelled ended GI pipe Medium Class with MS Flange of Table-17 (6%) flange joint & other Pipe (94%) circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of 150mm dia meters conforming to IS 1239-2004 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes . The laying of pipe shall also include welding of flanged joints wherever required duly welded in three layers (two inner & one outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees, making bevelled pipe ends suitable for butt welding , lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 15 | Providing and fixing of Cast iron Sluice Valve 150mm dia reputed make (with hand wheel) PN-1.0 as per IS Code-14846-2000 latest upto date ammendments standard make with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be measured & paid for separately) complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge within all leads and lifts. |
| 16 | Providing and fixing of Reflux Valve of 150mm dia class PN-1.0 and reputed make/ IS marked complete in all respect as per the direction and to the entire satisfication of Engineer-in-Charge within all leads and lifts. |
| 17 | Laying, Jointing, Testing and commissioning of HDPE (High Densit Polyethylene pipes) of following diameter and class conforming to IS 4984-1985 with fusion welding process including all necessary fitting & bend in all leads and lift to entire satisfaction of Engineer-in- Charge. (earth work in trenches to be measured and paid separately). |
| 18 | 200 mm dia (Grade PE-80, Pressure Rating PN 8, SDR 13.6) |
| 19 | 180 mm dia (Grade PE-80, Pressure Rating PN 4, SDR 26) |
| 20 | 160 mm dia (Grade PE-80, Pressure Rating PN 4, SDR 26) |
| 21 | 140 mm dia (Grade PE-80, Pressure Rating PN 4, SDR 26) |
| 22 | 125 mm dia (Grade PE-80, Pressure Rating PN 4, SDR 26) |
| 23 | 110 mm dia (Grade PE-80, Pressure Rating PN 4, SDR 26) |
| 24 | Providing and fixing of PVC Control Valve of reputed make IS marked complete in all respect as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 25 | 200 mm dia |
| 26 | 180 mm dia |
| 27 | 160 mm dia |
| 28 | 140 mm dia |
| 29 | 125 mm dia |
| 30 | 110 mm dia Please Enable Macros to View BoQ information |
