SPECIAL REPAIRS OF AANC HEMA RANGE TO LINK ROAD AND APPROACH ROAD APPROX 700 UNDER GE AWC MHOW

Amount

Scarifying or picking up gravelled,macadam or bituminous macadam surface in area not exceeding 400 Sqm and depth not exceeding 100mm deep and removing to a distance not exc 50m and all removed from site etc complete all as specified and directed.

M&L for 75mm thick (compacted thickness) water bound macadam (WBM), with Granite, trap or basalt of grading 2 (63 to 40mm size), spread, rolled and consolidated with 8-10 tonne power roller to required gradient and camber complete all as specified and directed.

M&L for preparing surfaces of unsurfaced WBM surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bitumenous primer using paving bitumen at the rate of 10 kg / 10 sqm over WBM surfaces and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 40 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.

Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.

M&L for premix bituminous macadam (consolidated thickness 50 mm) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on existing black top surfaces complete all as specified and directed. NOTE: - (i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only.

M&L for preparation of surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and M&L for applying evenly a tack coat with bitumenous primer using paving bitumen at the rate of 5 kg / 10 sqm and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 5.5% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.

Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.

M&L for making lines, dashes,arrows,letters etc exceeding 10 cm wide on bituminous/concrete surface with retro reflective thermoplastic road marking paint with reflector sing glass beads @ 250 gms per sqm area confirming to MOST & BIS specification, not less than 2.00 mm thick of white/golden/yellow as approved colour/shade and applied with machine, as per manufacturer's instruction including preparation of surfaces i.e cleaning of surface by removing all dust,dirt,oil grease etc complete all as specified and directed. (Make:- Shalimark of STP Ltd or M/S Kataline Infra Product Pvt Ltd or equivalent as approved by GE) (Note :- The rate included for provision of red signals to keep off traffic from wet paint cleaning road surfaces and working during odd hours when traffic is light.

M&L for Birla 3M Cat Eye as (Road Stud) made of poly carbonate moulded body with electronically welded prismatic retrolange on both sides of maximum retro reflection in wet and dry condition to be fixed with 3M bituminous adhesive BT-69 including removal of existing cate eyes of any description complete all as specified and directed. (Make - Dark Eye / of 3M/Sun Eyes)

S & F super delux quality solar stud aluminium body including solar powered by monocrystal solar panel one high capacity Ni-Cd rechargable battery apprx 1000mts LED -O10mm, 3 pieces each side and total 6 pieces are used for high brightness of defferent colours ,back up 12 hrs of continuous lighting at night complete and specified as per manufacturers instructions.(Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety) (Note- Colour and design shall be approved by GE)

Choudhary Traders and Engineers (BID ID -3053353)

Arpit Heights Private Limited (BID ID -3053852)

Bharadwaj Builders (BID ID -3051884)