Rural Development Department Tender

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material DSR I.No. 3.04

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) DSR I.No. 3.18

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete DSR I.No. 2.30

Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. DSR I.no.2.31.

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 3.35a

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) dSR I.no. 3.31

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 with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 4.12.

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified grade preparing existing road surface, heating and applying bitumen @ 0.98 KgSqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete. (VG-30 bulk bitumen rates are considered to arrive at rates) DSR I.no. 4.01

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 1.20 m x 0.90 m size made out 18 gauge (1.25m) thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbos etc with approved colour shade paint complete, on M.S. angle of size 3 x 35 x 3 mm frame with properly cross braced M.S angle of size 35 mm x 35 mm x 3 mm 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 transportatiion, and labour etc complete Spec. No. As directed by engineer in charge MORTH 801 S.S.R. I.No. 6.96, Page. No. 79.