Municipal Corporation Tender

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 250 mm dia SWG pipe (SSR No. Rate Analysis AM) 250 mm dia swg pipe

Providing ISI Standard Stoneware pipes including all taxes (central and local), inspection charges, railway freight, unloading from railway wagons, loading into trucks, transprt to departmental stores, unloading, stacking etc. complete. MJP (SSR No. Rate Analysis) 250 mm dia

Lowering laying and jointing 250 mm dia swg/ MJP Section 9 p no /87 (SSR NO : MJP SECTION 9 P) 250 mm dia

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 rebate of 2300 per 30cm 0.90m as per rate analysis (SSR NO.Rate analysis) 1.50 mt Depth

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. MJP DSR Page No.36 Item No.15

Transportation of surplus material from work site to any disposal place as directed by the Engineer – in – charge with a lead of ----------3km----------------km including and stacking etc. complete as per pwd dsr 2002-2003) manur sludge 3.0km 3.00 manure sludge

Providing and Reparing to existing manhole chambers after fixing pipes with necessary brick work, beching, plastering etc. Complete (As per rate analysis) 21

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 .

Providing & fixing 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 charg (20tones Capacity) MJP DSR Page no: MJP/DSR/2006-07/IT/PAGE-244 Circular HD 540/630 with frame

Desilting the sum of sewerage works 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/ 2011-2012) upto 0 to 9 m Depth

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 on both side complete. (As per rate analysis ) No.

Providing and laying in-situ M30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. (intial lead of 5.00 km for raw materials up to plant site)SSR Item No. 5.01.

Royalty for Natural sand material etc compelted

Royalty for aggregate metal etc complete