REPAIR RESURFACING TO BITUMEN ROADS CONCERETE ROADS AND PATH AT VARIOUS LOCATION UNDER THE AOR OF GE AWC MHOW

Amount

M&L for earthwork in excavation by meachanical means (hydraulic excavator) means over aread (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) in all kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as complete all as specified and directed.

M&L Moorum (or) Red bajri filling in pavings laid in layers not exc 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed.

M&L PCC 1:4:8 type D-2 using 40mm graded agreegate 100mm thick as in sub base/ Sub floor/ paving complete all as specified and directed.

M&L for sand filling in floors or in foundations including watering and consolidation for interlocking paver block complete all as specified and directed.

M&L for 60 mm thick Machine pressed precast interlocking paver block (glossy finished) any shape and size as approved by GE conforming to IS 15658-2006, M-35 grade with grey cement and pigment dry & joints filled with fine sand complete all as specified and directed. (Note :- Stone dust shall be measured and paid separately under relevant items)

M&L for 80 mm thick Machine pressed precast interlocking paver block (glossy finished) any shape and size as approved by GE conforming to IS 15658-2006, M-40 grade with grey cement and pigment dry & joints filled with fine sand complete all as specified and directed. (Note :- Stone dust shall be measured and paid separately under relevant items)

M & L for providing precast cement concrete (1:2:4) type B-1 using (20mm graded stone aggregate) as in kerbs and edging to road divider and footpath etc including necessary earthwork with plain fair faces incl chamfered wheathering throating etc and setting in cement mortar (1:4) complete with joints to match complete all as specified and directed.

Demolition of cement concrete (Un-reinforced) in ground floor and pavings exc 15 cm thickness (below or above ground) including hard core and removal from site as directed complete all as specified and as directed.

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 providing 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 premix bituminous macadam (consolidated thickness not more than 75 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 making lines, dashes,arrows,letters etc not exceeding 15 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 2.50 mm to 3.0MM 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.

S&F 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 manufacturere instruction complete as directed by Engineer-in-Charge. (Make - SUNEYES/ Dark Eye / 3M/Alcolite/solar)

Choudhary Traders and Engineers

Bharadwaj Builders

SATHI ENTERPRISES