Rural Development Department Tender

Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of VG-30 @ 1.75 kg / sqm, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen VG-10 at the rate of 0.30 Kg Sqm.(on existing bitumen surface.) SSR P.No. 31/I No 3.38

Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site SSR P. No.with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-30 bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller SSR P.No. 36/ I.No.4.08

Providing bituminous Type A liquid seal coa on bituminous surfac eincluding supplying all materia ls and bitumen o f specified grade preparing existng roadsurface,heating and applying bitumen @0.98Kilogram SquareMetre.by me chanical means,spreading chips and rolling,by static roller having weight 8 to10MT.etc.complete.(VG-30 bulk bitumen rate sare considered to arrive at rates)

Supplying hard murum/ kankar at the road site, including conveying and stacking complete.SSR .P.No. 23/I.No. 2.29

Spreading hard murum for side width etc. complete SSR .No. 23/ I. No 2.30

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.SSR No. 22/ I.No.2.18

Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.SSR No.24/I.No2.31

Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

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 SSR No.79/ I.No.6.96

Basic Test of Aggragate . Sieve Analaysis

Basic Test of Murum . Sieve Analaysis

Test cf Bitumen Specific gravity,DuctalitySoft poimt,Viscosity,Flash &fire Point,

Extaction Test

Add for Royalti Charges As Per Statement Attached

ADD G.S.T. CHARGES - 18%