REPAIR OF CERTAIN ROADS OF RESTRICTED AND UN-RESTRICTED AREA OF CQA (W) OF DGQA UNITS, OFV, OFK, GCF, NAVY, SQAE, LPR AND REPAIRS TO ROAD, PATH AND CULVERT IN THE AREA OF AGE B/R-I UNDER GE (P) JABALPUR

Restricted Area

M&L for preparing of surfaced black top surfaces by air compresser / brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt/dust etc and other dleterious materials complete all as specified and as directed.

Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 10 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed.

Applying evenly a priming/ tack coat with bituminous primer using paving bitumen grade VG-30 @ 5 kg per 10 sq metres using mechanical sprayer complete all as specified and as directed.

M&L for laying bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, grade VG-30, using asphalt mechanical mixer plant & laid with sensor paver, rolled and compacted with 8 to 10 Ton power road roller to reqd level gradient, camber and super elevation.complete all as specified and as directed. Notes:- (i) Bituminous premixed asphaltic semi dense concrete shall be prepared in hot mix plant only. (ii) Bituminous premixed asphaltic semi dense concrete shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.

M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19 mm graded (Grading 2) stone aggregate with minimum 4.0% binder content using paving bitumen VG-30 by weight of total mix, rolled and compacted to required camber and gradient using 8 to 12 tonne tandem vibratory roller complete all as specified and directed. Notes:- (i) Premixed bituminous macadam shall be prepared in hot mix plant only. (ii) Premixed bituminous macadam shall be laid with sensor paver only. (iii) Binder content shall be tested at site as directed by Engr-in-Charge.

M&L for preparation of existing bituminous road surfaces by removing dust, dirt grease and other foreign matters etc and after prepration of road surfaces, applying road marking having minimum 2.5 mm average thickness with & including thermo plastic (Reflective) line marker paint/ compound of uniform surface finish conforming to BS 3262 (Part-I) 1989 read in conjunction with the MORTH specification 803 clause 4.2.2 on bituminous surfaces in white/ yellow colour and super imposed with glass beads conforming to BS 6088 read in conjuction with the MOST specification 803 clause 4.3.3 complete all as specified and directed. Make of Road Marker Paint/ Compound:- Asian or Thermoline as approved by GE. Notes:- (i) MORTH specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by GE. (ii) Shape, size & pattern of marking shall be as approved by GE.

Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions.

M&LSurface dressing, renewal coat, by spraying evenly paving bitumen at 12 kg per 10 sq metres, blinding with 10 mm stone chipping and course sand with ratio of (70:30) @ 0.10 cum per 10 sq metres and rolling to required gradient and camber complete all as specified and directed

Un-Restricted Area