SPECIAL REPAIRS AND IMPROVEMENT OF EXISTING ROADS AND THE DRAINAGE ALONGSIDE ROAD OF VINDHYA VIHAR UNDER GE AWC MHOW

Amount

Scarifying or picking graveled macadam or bituminous macadam surfaces in area exc. 400 sqm , n. exc. 50mm deep complete all as specified and directed.

M&L for applying evenly a priming/ tack coat with bituminius primer @ 10.00 Kg per 10 Sqm complete all as specified and directed.

M&L for premix bituminous macadam (consolidated to average thickness 75 mm or less) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid 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) The bituminous mix shall be prepared in hot mix plant and transported to the site in clean vehicle and shall be laid by means of a self-propelled mechanical paver finisher with electronic sensor and hydraulic controls . (iii) Any variation in binder content on minus side shall be adjusted @ of Rs 50.00 per kg of binder. No adjustment in price shall be made if the variation is on plus side

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 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 3.00mm 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 manufactures instructions. complete all as specified and directed. (Make Suneyes/Darkeye/3M.Alcolite/Solar)

M&L earthwork in excavation by mechanical means (hydraulic excavator) means over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 Sqm on plan) in all kind of soil including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m as sirected by Engineer in charge.

M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering as required complete all as specified and directed.

Demolition of brickwork of stone/boulder masonry, build in lime mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed.

M & L for brick work with fly ash brick sub class B bricks using modular size bricks straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6 all as specified and directed .

Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 M deep and getting in out in any type of soil complete all as specified & directed.

Returning filling in including, spreading, levelling,watering and well ramming in layers not exceeding 25 cm thick in hard soil complete all as specified and directed.

Removing excavated material (soil) to a distance not. exc. 50 mtr and depositing where directed at a level nexc 1.5 mtr above the starting point complete all as specified and directed

M&L for PCC 1:3:6 type C1 using 20mm graded agrregate as in cement channel and drain complete all as specified and directed.

M & L for rendering 10mm thick in CM (1:6) on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and directed.

M&L PCC 1:2:4 types B-1 using 20mm graded stone aggregate as in cills, steps, seismic and other similar bands, plinth courses, string courses, parapets and railing upto 60 cm in height, coping, kneelers, apex stones bed plates, etc and the like including weatherig, slightly rounded or chamfered angles and throating, as directd including necessary use and waste of form work, complete all as specified and directed.

Bharadwaj Builders (BID ID -3325914)

Goyal Construction (BID ID -3326447)

M/S GARG CONSTRUCTION (BID ID -3335045)