Municipal Corporation Tender

Excavation foundation in /pipe trenches in earth , soils of all types and gravel and soft murum including removing the excavated material up to a distance of 50mtrs .and lifts as below stacking and spreading directed normal dewatering preparing the 1-Excavation foundation in /pipe trenches in earth , soils of all types and gravel and soft murum etc. SSR No MJP/SSR/2021-2022 Page No.42 SR-1

Providing ISI Standard RCC pipe NP2 class in standerd lengths of following diameter suitable for either collar joints or rubber ring joints including all texes (central and local ) inspection charge tramsport to departmental stors /site unloading 12-class NP-2 600 MM dia SSR NO - MJP/SSR/2021-2022 Page No.97 SR-1/D

lowering , laying nad jointing in proper grade and alignmet RCC pipes with collar joints in CM (1 : 1) proporation of for socket RCC pipes with ruber joint (Excuding cost rubber ring of RCC colluor ) including cost conyins from stors to site of 14-600mm dia SSR No- MJP/SSR/2021-2022 Page No.98 SR-2

Providing and constructing Brick Masonry in cement mortar 1:6 for Intercepting Chamber of following size including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels with plastering brick masonary inside and out side as per refquir 29G-1/C 90x45 depth 0.90 M (SSR No ) 1/C 90x45 depth 1.2 M

Providing and fabricating Structural steel work in rolled section like joists ,channales angales ,tees, as detailed designs and drawingot as directed including cutting fabricating holsting erecting fixing in position makign riveted / bolted /weleded connection and without connection plates braces paintign and over it two coats of oil painting of approved quality and shade etc.complate BDC 3 23.02 Bd c 3 Page 275 (SSR No.23.02)

Desilting thr sum of sewerage eork in wet or dry condition including lifts 0to 9.00 mt & lead up to 150 m as requred beyond the work site stacking spreading including necessary gurding etc.com. as Directed by Engineer in Charge 23 (SSR NO ) up to 0 to 9 m depth MJP/SSR/2021-2022 Page No.45 SR-13

Transportation of surplus material from work site to any disposal place as directed by the Engineer - in charge with a lead of ----2.00---------Km including and stracking etc. complete. (As per PWD DSR 2011-2012)25-2-50 manuar of sludge7.00 kmm manuar of sludge MJP/SSR/2021-2022 Page No.45 SR-15

Refilling the trenches available excavated stuff with soft material. First over pipe line and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc complete 19 (SSR NO ) MJP/SSR/2021-2022 Page No.45 SR-15

Providing soling using 80 mm size trap metal in 15 cm layer including filling voids with sand/grit ramming, watering com. BDA 21.40 as directed by Engineer in charge (SSR No.21.4)

Providing and laying casting in situ /redy mix cement concret in M-10 of trap /Granite /Qurtzite Gniess /metal for Foundition and bedding including Balling out Water from work laying pumpng compacting roughning them if spacial finish is to be Proivieded finshing if requiar and curing complete with fully Automatic .micri processr based PLC With SCADA reversable drum type mixer/concret batch mix plant (pan mixer) etc.complete. with natural VSI quality artificail sand BD E 1 24.01 Bd E 1 Page No.287 (SSR :24.01)

Providing laying in situ M30 grade uneinforced plain cment concrete pavement over a prepared sub base with 43 grade cement coarse nad fine aggregate comforming to IS:383 using fine and coarse aggregrate combine gradation as per table 600 -3 morth specification 2013 mixed in batching and mixing plant non tilting mixer and weigh batcher as per spproved mix design snd mixture trsanporting to dit spreading laying compating finish in a continious opration finishing to line and grades as directed by engineer in charge curuing by curing compound /by providing cmenet veta in ement mortor 1:8@ 0.60x0.6m center admeuuring 80mm of bottom and 40 mm at top with depth of 75 mm and maintaning the same thouht curing period by any other method approved by engineer in charge (initial lead of 5.00 km for raw material up to plant site) Spec No. M.O.R.T. and H 2013 Ci 602 P.N.263 MORTH 602 5.01 MORTH 602 (SSR No:5.01)