WIDENING OF ROAD FROM LONGWALA CHOWK TO CP-04 AND SPL REPAIR TO ROAD AND PATH AT SHAITAN SINGH ENCLAVE (SSE) AT ARMY AREA JODHPUR UNDER GE (ARMY) NO. 01

M&L for Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and direted by Engr-in-charges.

M & L for preparing old black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the surface with gunny bags/Air compressor blower to remove all loose dust/dirt etc complete all as specified and direted by Engr-in-charges.

M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0 .2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge wor ks 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and direted by Engr-in-charges.

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area N. exc 400 sqm and N. exc 50 mm mm deep complete all as specified and direted by Engr-in-charges.

M&L for premix bituminous macadam with 4% bitumen binder by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) (paving bitumen VG-40) by weight of total mix spread, rolled and consolidated with 8 to 12 tonne power roller to required gradient and camber complete all as specified and direted by Engr-in-charges. Note:- (1) In case the binder contents by weight of total mix is less than 4% as per per actual design mix, The prices adjustment shall be made as per average rates of all paid voucher for bitumen of VG-40 pertaining to this work. if the total binder contents as per design mix is more than 4% no prices adjustment shall be made for the same. (II) Job mix formula for bituminous macadam shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from the GE.

Surface excavation of soft / loose soil n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and direted by Engr-in-charges.

M&L for bituminous premix semi -dense asphltic concrete 40 mm consolidated thickness using paving bitumen VG-40 with 5.5% binder contant by weight of total mix rolled and compacted to required camber and gadient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed Note :- (I) In case the bindr contents by weight of total mix is less than 5.5% as per actual design mix . The price adjustment shall be made as per average rates of all paid voucher for bitumen of VG-40 pertaining to this work . If the total content as per dsign mix is more than 5.5% no price adjustment shall be made for the same. (II) Job mix formula for Semi asphaltic concrete shall be obtained the institutions specified in CA prior to commencement of work and shall be got approved from GE. complete all as specified and direted by Engr-in-charges.

M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and direted by Engr-in-charges.

S&F Machine pressed precast concrete interlocking paver block any shape and size with grey cement and no pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and direted by Engr-in-charges.

M & L Sand filling under floors or in foundations including watering and consolidation complete all as specified and direted by Engr-in-charges.