Aurangabad Municipal Corporation has published Tender For Providing And Replacing Drainage Line Near Panchakki At. Jaisingpura In Ward No.18 Near House Of Tahera Appa. Submission Date for this Tender is 21-12-2022. Drainage Tenders in aurangabad Maharashtra. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation for foundation in Hard murum includingremoving the excavated material upto a distance of 50 metres beyondthe building area and stacking and spreading as directed, dewatering, preparing the bed for the foundationandnecessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5 to 3.0m.) SSR. No.21.08 |
| 2 | Excavation for foundation in earth soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means BDA 1 21.02 - Bd.A.1 Page No.259 (SSR No.21.02 |
| 3 | Removing existing pipe line of the following Pipe Size Stoneware Pipes/R.C.C. pipes including cost of necessary excavation and refilling of the trenches, breaking the joints, lifting the pipes and stacking to the places as directed by the Engineer-in-charge with all leads and lifts including cleaning the surfaces etc. complete 150 mm dia RCC pipe |
| 4 | Providing ISI Standard stoneware pipe including all taxes (Central and local) inspection charges, railway freight, unloading from railway wagons, loading into trucks, transport to departmental stores, unloading, stacking etc. Complete ( As per MJP DSR 2002-2003 I No.1)250 mm dia |
| 5 | Lowering laying and jointing in proper grade and alignment Stoneware pipes with cements joints in C.M. (1:1) proporation of following diameters including cost of conveyance from store to site of work jointing material, labour, giving satisfactory hydraulic testing etc. complete MJP DSR Page No. Section.9, DSR Page No.92 Item No. Section-9 (v) 250 mm dia |
| 6 | Providing and constructing on drainage line B.B. Masonry circular manhole, concentric cone 0.90 mtrs. Dia. At bottom and 0.5 mtrs. Dia at top and up to a depth of 1.50 mtrs. With 23 cm thick brick work in C.M.1 :5 prop with 12 mm thick smooth rendering 2293.0 REBATE FOR 30CM WITHOUT SFRC FRAME AND COVER (Rebate2270/30cm15-0-30mt.1.50 Mtr. Depth |
| 7 | Refilling the trenches availlabel excavated stuff with soft material first over pipe line and then hard materials in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete. ( as per MJP DSR 2002-2003 I No.16 page No.40 ) |
| 8 | Providing & Steel Fiber Reinforced Concrete (SFRC) Frame & cover heavy duty/medium duty of rectangular of circular in shape of approved make including loading, unloading, transporatation, all taxes etc. complete. As directed by Engineer in charge (As per Sancationed Rate of AMC Stores & As PerMJP/DSR/2002-03) Circular HD 540/630 mm with frame |
| 9 | Providing and reparing to existing manhole chambers after fixing pipes with necessary brick work, benching channeling, plastering etc. complete. MJP DSR pg no.(As per rate analysis) 21 |
| 10 | Raising the Existing manhole chamber with 23 cm thick brick work in cm 1 : 5 prop .in 30 cm concentrick cone includig 12 mm thik cement plaster in CM 1 : 4 prop onboth side complete.(As per rate analysis ) 20 |
| 11 | Fixing of SFRC frame and cover to manhole chamber / Rectasngular S.F.R.C. Cover and frame in C.C. M-15 (Concrete 1 : 2 : 4 prop .) etc. complete. (As per rate analysis)22- Circular HD 540/630 with frame . 22- Circular HD 540/630 with frame . |
| 12 | Transportation of surplus material from work site to any disposal place as directed by the Engineer – in – charge with a lead of-------------03 km including and stacking etc. (As per PWD DSR 2002-2003) 25-0-50 manuar or sludge 0.50 manuar or sludge |
| 13 | Desilting the sum of sewerage In wet or dry condition including lifts 0 to 9.00 mt & lead upto 150 m as required beyond the work site, stacking spreading, including necessary guarding etc. complete , as directed by the engineer in charge . ( as per MJP/ DSR/ 2002-2003 I. No.14 Page no.40) up 0 to 9 m depth MJP |
| 14 | Royalty for NATURAL SAND ETC COMPLETE Royalty for Stone, rubble, murum soil etc co.SSR |
| 15 | Royalty forNatural material metal and aggregate etc Completed |
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