REPAIR/MAINTENANCE/RESURFACING OF EXISTING ROAD OF BOTH RESTRICTED AREA AND UNRESTRICTED AREA OF COD AND 506 ABW UNDER AGE BR-II OF GE (EAST) JABALPUR

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc 400Sqm and depth exc 50mm but n exc 100mm, by using mechanical scarifier including racking over and grading the broken-up surfaces to the proper camber and removing to a distance not exc 50M from the starting point and stacking complete all as directed. ( Note : Restricted Area= 200 unit, Unrestricted Area = NIL)

Laying and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013,complete all as specified & directed. ( Note : Restricted Area= 150 unit, Unrestricted Area = NIL)

Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as pe table 400-13 of MoRTH specifications for Road and Bridge works 2013, manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013,complete all as specified & directed. ( Note : Restricted Area= 50 unit, Unrestricted Area = NIL)

M&L for preparing un-surfaced water bound macadam/WMM by brushing with wire brushes for removing caked mud etc sweeping with brooms & finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, complete all as specified & directed. (Note : Restricted Area= 200 unit, Unrestricted Area = NIL)

M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 10 kg per ten Sqm over the prepared surface by mechanical sprayer complete all as specified & directed. (Note : Restricted Area= 200 unit, Unrestricted Area = NIL)

M&L for preparing existing black top surfaces or bituminous macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc. on black top surfaces or bituminous macadam surfaces. Complete all as specified & directed. (Note : Restricted Area= 1200 unit,Unrestricted Area = 240 unit)

M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen at the rate 5 kg per ten sqm over the prepared surface by mechanical sprayer. Complete all as specified & directed. (Note : Restricted Area= 1200 unit,Unrestricted Area = 640 unit)

M&L for premixed bituminous macadam for consolidated thickness upto 75mm or less with using 19mm 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. (Note : Restricted Area= 287 Cum,Unrestricted Area = 96 Cum) 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 bituminous premixed asphaltic semi dense concrete 30mm consolidated thickness with minimum 5.5% 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. (Note : Restricted Area= 700 unit,Unrestricted Area = 400 unit) 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 repair to potholes any depth, not exc 1.0 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying evenly a priming/ tack coat of bituminous primer with paving bitumen VG-30 @ 5 Kg/ 10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder i.e. paving bitumen VG-30 @ 9.80Kg/ 10Sqm, blinded with 0.09 Cum of stone chippings of 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30mm complete all as specified and directed. (Note : Restricted Area= 5 unit, Unrestricted Area = 1 unit)

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 2.5mm 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. (Note : Restricted Area= 302 unit, Unrestricted Area = 225 unit) 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 fix, in repair, polycarbonate reflective convex mirror of size 1000mm dia made of ABS/ fiber/ plastic body with upper collar complete with mounting hardware i.e. necessary clamps & nut bolts etc mounted on and including 65mm dia stainless steel pipe(SS-304) having 2.0M length(as approved by GE) and fixed on the ground after necessary excavation and earth work in any type of soil, embeding the delineators on the ground with & including PCC (1:2:4) type B1 using 20mm graded stone aggregate (minimum PCC block size 200mmx 200mmx 200mm for proper grouting) complete all as specified and directed. (Note : Restricted Area= 10 Nos., Unrestricted Area = 05 Nos.)

M&L for Surface excavation n.exc (not exceeding) 30 cm deep & averaging 15 cm deep and getting out in soft / loose soil. complete all as specified & directed. (Note : Restricted Area= 2015 sqm, Unrestricted Area = NIL)

M&L for Removing excavated soil not exc. 50m & depositing where directed at a level not exc. 1.5 m above the starting point. Complete all as specified & directed. (Note : Restricted Area= 302 Cum, Unrestricted Area = NIL)

M&L for Moorum/red bajri filling in floors or pavings, laid in layers not exc. 15 cm thick, spread, levelled & rammed including watering, rolled and consolidated to required gradient and camber. Complete all specified and directed. (Note : Restricted Area= 300 Cum, Unrestricted Area = NIL) Note:- (i) Compacted thickness shall be measured and paid. (ii) Rolling/compaction shall be done by vibratory roller only.

Supply and fix, in repair, aluminium casted cat eye, solar reflective type of metal body alloy with PAMA striplens reflector, size 110mm x 120mm x 20mm fixed with and including MS stud of suitable size as per Manufacturer's instructions complete all as specified and directed. (Note : Restricted Area= NIL, Unrestricted Area = 198 Nos)

Supply and fix, in repair, solar cat's eye/ studs of size 125mmx 125mmx 25mm (shank 60mm) with aluminium alloy shell, high efficiency Mono-Crystalline Solar Panel 2.40V/ 0.30Watt having one Ni-Mh or NI-cd rechargable battery (1.2V/ 1600MA), Six Super Bright LEDs with 10,000 to 18,000 mcd (Millicandela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1000 meters of any colour i.e yellow, red, blue, green or white as required at site, working temp 10o-75o C, working time 3 to 4 days after fully charged battery, charging time 5 to 6 hours from direct sun light, maintenance free, un-breakable poly carbonate clear facing, automatically turns on at night and turns off at dawn including all fixing arrangment as per manufactures instructions complete all as specified and directed. (Note : Restricted Area= NIL, Unrestricted Area = 110 Nos)

Supply and fixing, in repair, 100% water proof metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1(using 20mm graded crushed stone aggregate) complete all as specified and directed. (Note : Restricted Area= NIL, Unrestricted Area = 5 Nos)

Schedule of credit amount of Rs 1,20,240.00 to be deducted during AOC

J.P ENTERPRISES (BID ID -3441066)

M/s PARASRAM MULCHANDANI (BID ID -3435480)

Mahaveer Engineering Co. (BID ID -3440805)