CWE/FZR-01/2020-21 Special repairs to road from Q Zone Md Accn to ASC Bn, roads in the vicinity of S and T Zone and road from Fd Regt to GARH RIF unit under GE (East) Ferozepur Cantt

Amount

Material and Labour for preparing existing top surfaces by 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 etc, applying evenly a priming/tack coat of paving bitumen (VG-30) @ 5 kg per 10 Sqm of road surface by sprayer operated by hot pressure mechanism to receive bituminious macadam (as per item no 2 below), complete all as specified.

Material and Labour for Premix bituminous macadam (Design Mix), laid/rolled and compacted to required gradient and camber (consolidated) thickness 75 mm or less by binder content paving bitumen (VG-30) @ 4% by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

Material and Labour for Repair to pot holes in road surface not exceeding 1 Sqm in area & depth 25 mm (average) of each including sweeping free from dust and mud or water, scoring sunken surfaces in roads etc cutting around edges at least 30mm in depth, making good by applying a tack coat of bituminous primer paving bitumen (VG-30) @ 5kg/10sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg, blinded with 0.09 cum of stone chipping, 6.3 mm size as specified for semi-dense asphaltic concrete, 30 mm thick (quantities of stone chippings & bitumen to be proportionally increased for 30 mm thick) well rammed, complete all as specified.

Material and Labour for preparing existing black top surfaces by 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 etc, applying evenly a priming/tack coat with bituminous primer (VG-30) @ 5 kg per 10 Sqm of road surface by sprayer operated by hot pressure mechanism and laying Bituminous premixed semi-dense asphaltic concrete 30 mm consolidated thickness (Design Mix) using minimum 5.5% binder content paving bitumen (VG-30) by weight of total mix laid with self propelling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete spread with mechanical paver all as specified and as directed.

Material and Labour for Providing and marking broken/continuous central/end line on the road pavement and the like of any description and width using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per IRC-135,confirming to MOSRT&H, complete all as specified and as directed.

S&F in repairs dual directional reflective cat eye of impact resistance ABS plastic stud 100 x100 x 25 mm having ultra violet resistant colour (white/red/yellow) with mini 31 retro reflective glass beads of colour (white/red/yellow) to a side provided with steel zinc plated nails of dia 12 mm and length 120 mm for fixing on road by hammering etc, complete all as specified and as directed by Engr-in-Charge.

Scarifying or picking existing gravelled macadam or bituminous macadam surface, area not exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100 mm (average 75mm) and segregating serviceable stone metal for re-using and removal of debris from site to a distance upto 50 metres spread & levelled as directed, complete all as specified.

Material and Labour for 100 mm thick (compacted average thickness) of WBM with broken stone coarse aggregate (sand stone) of grading 1 (90 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 10 tonne power road roller and consolidated to required camber & gradient complete all as specified.

All as per Item 08 above, but using stone materials retrived from item no 7 shall be re-used, complete all as specified.

Material and Labour for 75 mm thick (compacted average thickness) of WBM with using granite trap or basalt in single layer coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller and consolidated to required camber & gradient, complete all as specified.

All as per Item 10 above, but using stone materials retrived from item no 7 shall be re-used, complete all as specified.

Surface dressing in soft/loose soil not exceeding 15 cm deep and getting out, complete all as specified.

Material and Labour for 75 mm thick cement concrete (1:4:8) type D-2 using 40mm graded aggregate in foundations, fillings and mass concrete, complete all as specified.

S&F 60 mm thick (M-35 Grade) factory made, machine pressed,precast cement concrete interlocking paver block any shape with grey cement and pigment, confirming to IS-15658:2006, set and joints grouted in fine sand, laid over and including 25 mm thick layer of sand cushioning complete all as specified and as directed.

M&L Cement concrete (1:2:4) type B-0 (12.5 mm graded stone aggregate) as in kerb stone, apex stone, etc including form work, weathering, slightly rounded or chamfered complete all as specified.

Material and Labour for Preparing WBM top surfaces of road 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 and applying evenly priming/tack coat of paving bitumen (VG-30) @ 10 Kg per 10 Sqm with mechanical sprayer of road surface by sprayer operated by hot pressure mechanism and laying Bituminous premixed asphaltic semi dense concrete 40 mm consolidated thickness (Design Mix) using minimum 6% binder content(paving bitumen (VG-10) by weight of total mix laid with self propeling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.

S&F solar studs 125mm x125mm (Model DA 110 DHURV) made from aluminium alloy and construction solar powered by monocristal solar panel having One high capacity Ni-Cd rechargable battery. View distance approximate 1000 mtr LEDs-0.10mm, 3 pieces each sides & total 6 pieces are used for high brightness of different colours back upto 12 hrs of continous lighting at night and available in colour Red/Amber/Green, complete all as specified and as directed by Engr-in-Charge. Make- Sinor (DHURV, Model DA-110) or equivalent in TATA BP Solar/ Sinor/Dark Eye/R-Deen.

S&F Delinators of size 47mm dia 600 mm long with high intensity reflective signs fixed on MS pipe on two sides, complete all as specified and as directed.

S&F heat resistance PVC rumbler (speed breaker) of size 350mm X 2500mm X 50mm, complete all as specified and as directed by Engr-in-Charge.

M/s Manoj Construction Co.

M/s Surjit Singh and bros

M/S KRISHNA ENTERPRISES

M/s Sham and Company

Supreme Constructions

HARBHAJAN SINGH KHARBANDA

Vee Vee Enterprises

M/S CHAWLA CONSTRUCTION COMPANY

M/S Yashpaul Gulati

Dee Kay EnterPrises