Municipal Corporation Tender

Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) Reference No. : BR Spec.No.: BR.50 Page No. 143 and B. 7, Page No.38 SSR Item No. 14.44 & Page No . 128

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying / pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc) Spec. No. : Bd.F.8 Page No. 302 & B.7.P.No.38 Referance No: BDF8 SSR ITEM NO. 25.70 & P. No. 227

Providing hard murum of CBR not less than 10% in embankment obtained by departmental land or other sources including all lifts and leads upto 50m, laying in layers of 20cm to 30cm thickness, breaking clods, dressing to the required lines, curves, grades and sections, watering and compaction with vibratory roller etc. complete. Spec. No. Rd. 12 Page No. 189 DSR ITEM NO. 666 RD 12 & PAGE NO. 156 (BASIC RATE) Bd.F.17 Page No.306. Referance No: BDF17 SSR ITEM NO. 26.33 & P. NO.236

Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. Spec.No. MORTH 305 Reference No. MORTH 305 S.S.R., Item No. 2.26 , Page No. 30 .

Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge Spec.No.: MORTH 801 Reference No. :- MORTH 801 S.S.R., Item No. 6.36 , Page No. 76 .

Compressive Strength OF C.C. Cube(Set of 3 cubes). Sr.No. 19 , Page No. 541.

Steel Bar Testing :Up to 16 mm Dia.(Set of 3 Bars) Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Sr.No. 77 , Page No. 544 .

Royalty Charges of Sand As per Royalty Charges as per S.S.R.

Royalty Charges of Soling As per Royalty Charges as per S.S.R.