Haryana Urban Development Authority-HUDA has published Providing , Laying , Jointing , Cutting Rcc Pipe Np-2 , Construction Of Manhole Sector 23 , Panchkula Near H . No . 1 To 6 , Sector 23 , Panchkula. Submission Date for this Tender is 19-04-2021. Pipe Laying Tenders in Panchkula Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: A/mtc. of PH Servicesin Sector 5,10 to 19, Ph.I & II, Panchkula (Repair of manhole & road gullies and repair, scrapping of plaster, dismantling of CC and painting white wash in PUS Shopping Center Sector 16, Panchkula). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 6.10\nEXCAVATION, OF TRENCHES IN STREETS, LANES OR IN OPEN AREAS FOR STROM SEWER, SEWERS RUNNING BY GRAVITY AND MANHOLES TO FULL DEPTHS AS SHOWN IN DRAWINGS INCLUDING SHORING, TIMBERING OF POLING BOARDS,FRAME SYSTEM TYPE, dressing to correct sections and dimensions, according to templates and levels, dewatering, provision for diversion of traffic, cutting trees and bushes, etc. night signals, profiles, pegs, sight rails, boning roads, crossing over trenches for access to the houses, watching, fencing etc., fixing and maintenance of caution boards, refilling of trenches, watering of refill, in 15 cm layers, ramming and restoration of unmetalled or unpaved surface to original condition AND REMOVAL OF SURPLUS SOIL,FROM SITE OF WORK, UPTO A LEAD OF 1 KM IN ORDINARY SOIL\na) for depths of excaution not exceeding 3 meters below ground level. | BI01010001010000000000000515BI0100001113 | 142 | Cum |
| 2 | 2 | 29.93\nProviding, lowering, laying and cutting (cut surface to be finished), jointing with rubber rings marked with IS 5382 & testing of SPGOT and socketted RCC NP-2 marked ISI : 45/-1988 and specials into trenches for all depths including carriage, loading, unloading, stacking, handling, rehandling etc. complete in all respects to the satisfaction to the Engineer-in-charge.\n200mm i/d | BI01010001010000000000000515BI0100001114 | 30.9 | Mtr |
| 3 | 3 | 10.28\nCement Concrete 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001115 | 2 | Cum |
| 4 | 4 | 11.3\nFirst class brick laid in cement sand mortar 1:5 in foundation and plinth. | BI01010001010000000000000515BI0100001116 | 9 | Cum |
| 5 | 5 | 15.3+15.75\nPlastering on walls\n12 mm thick cement plaster 1:2 Miscellaneous Cement rendering in plaster 1 mm thick. | BI01010001010000000000000515BI0100001117 | 33 | Sqm |
| 6 | 6 | 10.41\nCement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. | BI01010001010000000000000515BI0100001118 | 1.4 | Cum |
| 7 | 7 | 18.22\nSteel Reinforcement\nFe-500 TMT steel bars of TISCO, SAIL, RINL or IISCO for R.C.C., works, where not included in the complete rate of R.C.C., including bending, binding and placing in position complete | BI01010001010000000000000515BI0100001119 | 2 | Quintal |
| 8 | 8 | 10.82+10.95\nCement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects.\nNote: 10 percent extra is payable on labour only for inclination more than 25 degree with R.C.C. slab and nothing extra shall be paid for slabs of lesser inclination. | BI01010001010000000000000515BI0100001120 | 2 | Cum |
| 9 | 9 | 29.94\nProviding and fixing SFRC manhole cover and frames marked with IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading, unloading stacking handling re-handling etc. complete in all respect to the satisfaction of Engineer-in-charge.\nType : Extra Heavy Duty Set (EHD-20)\n560MM clear opening. | BI01010001010000000000000515BI0100001121 | 2 | Each |
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