Municipal Corporation Tender

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 earth Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) Spec.No. : MORTH 305 Reference No. MORTH 305 S.S.R. Item No. 2.28 , Page No, 31 .

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material Spec.No. : MORTH 401 Reference No. MORTH 401 S.S.R. Item No. 3.02 , Page No, 33 .

Wet Mix Macadam -Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader / Paver. Spec.No. MORTH 406 Reference No. MORTH 406 S.S.R., Item No. 3.23 , Page No. 37 .

Compacting the sub-grade / gravel / 60mm oversize metal (200mm loose) / 40mm size metal (100mm loose) layers upto 2.00m wide with power roller including necessary labour, materials and artificial watering etc. complete As directed by Engineer in charge With power roller Spec.No. MORTH 408 Reference No. Rd. 32 & 35 A . S.S.R., Item No. 3.23 , Page No. 28 .

Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. Spec.No. MORTH 502 Reference No. MORTH 502 S.S.R., Item No. 3.29 , Page No. 38 .

Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) Spec.No. MORTH 503 Reference No. MORTH 503 S.S.R., Item No. 3.31 , Page No. 38 .

DENSE BITUMINOUS MACADAM -Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade, @ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates) Spec.No. MORTH 507 Reference No. MORTH 507 S.S.R., Item No. 3.46, Page No. 43 .

BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade , level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates) Spec.No. MORTH 509 Reference No. MORTH 509 S.S.R., Item No. 3.50 , Page No. 44 .

Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge Spec.No. As directed by Engineer in charge. Reference No. :- RD S.S.R., Item No. 8.23 , Page No. 101 .

Supplying hard murum/ kankar at the road site, including conveying and stacking complete Spec.No. As directed by Engineer in charge. S.S.R., Item No. 2.29 a , Page No. 31 .

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete Spec.No. As directed by Engineer in charge. S.S.R., Item No. 2.30 , Page No. 31 .

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. Spec.No. As directed by Engineer in charge. S.S.R., Item No. 2.31 , Page No. 31 .

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Spec.No.: MORTH 803.4 Reference No. :- MORTH 803.4 . S.S.R., Item No. 6.12 , Page No. 60 .

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 .

C.B.R.Test ( Lab ) with Compaction Test (Test for Item No 06 ) Sr.No.32 , Page No.542 .

Taking of core samples in bituminous flexible pavement. (Excluding Dead Journey Charges) Sr.No. 53 , Page No.542.

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